1. Ph­¬ng ph¸p "VÆn ®ai èc" "Turn of the nut" method
§é dèc däc lªn dèc Gradient (up-grade)
§é dèc däc xuèng dèc Gradient (down-grade)
§é dèc däc, ®­êng dèc Gradient
Cét biÓn b¸o Sign supports
Lùc ma s¸t ®¸ chÌn ®¸ Stone-to-stone friction
Sè häc Arithmetric
(nót giao) b¸n hoa thÞ Half clover leaf
(nót giao) h×nh b¸n thoi Half diamond
(nót giao) h×nh kÌn trumpet Trumpet
... ®­îc ®o song song víi mesured parallel to ...
... ®­îc nh©n víi is multiplied by
... kh«ng thay ®æi däc nhÞp Constant along the span
... víi ®iÒu kiÖn r»ng under condition of
¦íc l­îng b»ng lý thuyÕt Theoretical estimation
¨n mßn do sinh vËt Bacterial corrosion
¸nh s¸ng l¹nh Cold lighting
¸o gi¸p b¶o vÖ Chest hardnesses
¸o ph¶n quang Reflective jackets
¸p kÕ Pressure gauge
¸p lùc ®Êt Soil pressure
¸p lùc ®Èy cña ®Êt/ ¸p lùc ®Êt Earth pressure
¸p lùc bªn cña ®Êt Lateral earth pressure
¸p lùc cña dßng n­íc ch¶y Stream flow pressure
¸p lùc cùc ®¹i Maximum working pressure
¸p lùc ngoµi mÆt ph¼ng Out-of-plane force effects
¸p lùc n­íc lç rçng Pressure of pore water
¸p lùc thñy tÜnh Hydrostatic pressure
¸p lùc tiÒn cè kÕt Pre-consolidated pressure
¸p lùc tiÕp xóc Contact pressure
¸p lùc v¸n khu«n Form pressure
= recovery peg, cäc kh«i phôc Reference peg
¤ ®ç xe Parking bay
§¸ Rock, stone
§¸ ®Ïo ®Ó x©y Patterned Ashlar
§¸ d¨m Crushed stone, Crusher
§¸ d¨m Gravel
§¸ héc ®Ó x©y Ashlar
§¸ héc x©y c¸t v÷a xi m¨ng Riprap
§¸ héc, ®¸ x©y Cobble, ashalar stone
§¸ l¸t khan Dry masonry
§¸ l¸t mÐp vØa Gutter apron
§¸ v«i / Th¹ch cao Gypsum
§¸ vØa Guaid stone
§¸ vØa (ch¾n vØa hÌ trªn cÇu) Curb
§¸ vôn Rubble
§¸ x©y v÷a Mortared stonework
§¸ xi m¨ng Cement rock
§¸nh gi¸, ­íc l­îng Evaluation
§¸nh mµu xi m¨ng Hardener finishing
§¸y ¸o ®­êng Pavement base
§¸y dÇm Beam bottom
§¸y dÇm Bottom of beam
§¬n vÞ chiÕu s¸ng Lux
§¬n vÞ lµn xe Traffic lane unit
§µ gi¸o treo, giµn gi¸o Centering,false work
§µ gi¸o tù di déng Moving construction
§µ gi¸o tù di déng Moving forms
§µ gi¸o, dµn gi¸o Scaffold, scaffolding
§µo hè quan tr¾c (dïng pph¸p ®µo hè ®Ó quan s¸t
Pit test
t×nh h×nh ®Þa tÇng, ®Þa chÊt.
§¶o dÉn dßng Channelization island
§¶o ph©n c¸ch vµ lµn rÏ tr¸i kÐp Divisional islands and double left turn lanes
§¶o ph©n lµn Reguge island/ Splitter island
§¶o tró ch©n (§¶o an toµn) Refuge island
§¼ng h­íng Isotropic /Isotropous
§¾p ®¸ (ngoµi) Rockfill embankment (outer)
§¾p ®¸ (trong) Rockfill embankment (inner)
§¾p ®Êt läc mÞn Fine filter embankment
§¾p ®Êt läc th« Coarse filter embankment
§¾p lâi chèng thÊm Impervious core embankment
§¹i tu Rehabilitation

2. §¹i tu cÇu; kh«i phôc cÇu Bridge rehabilitation
§¹o hµm Derivative
§å ¸n Project
§å ho¹, l­u tr÷ h×nh ¶nh tÜnh Graphics & stillstores
§ª phô Sub-dyke
§ª quai (ng¨n n­íc t¹m) Cofferdam
§æ ®¸, ®¸ xÕp khan miÕt m¹ch Riprap
§æ bª t«ng (sù ®æ bª t«ng) cast,(casting)
§æ bª t«ng bÖ mè Footing concrete
§æ bª t«ng theo nhiÒu giai ®o¹n Cast in many stage phrases
§Æc ®iÓm vèn cã Inherent characteristics
§Æc ®iÓm vËt liÖu Material properties
§Æc tr­ng c¸c vËt liÖu Material characteristics
§Æc tr­ng c¬ häc Mechanical characteristic
§Æc tÝnh chèng/ gi¶m rung Damping characteristics
§Æt hoÆt t¶i lªn mÆt cÇu Application of lived load on deck slab
§Æt t¶i lªn ... Loading on ...
§Æt t¶i thö lªn cÇu Test loading on bridge
§Æt tr­ng cña c¸c ®­êng èng ngang ®Æt ngang qua
Features for utility crossings
®­êng
§Æt vµo trong khung cèt thÐp Put in the reinforcement case
§ai èc Nut
§ai U vµ gi»ng Stirrups and Ties
§ãng cäc Driving, piling
§ãng cäc piling
§ãng cäc thªm Driving additional piles
§ãng cäc xiªn Spur pile driving
§ång chÊt Homonogeneity
§ång hå ®o ¸p lùc Manometer
§ãng neo Seating
§Çm bµn Vibrator (surface pan type)
§Çm bª t«ng cho chÆt Tamping
§Çm c¹nh (rung v¸n khu«n) Form vibrator
§Çm ch©n cõu Sheepfoot roller
§Çm dïi Vibrator (internal type)/ spud vibrator
§Çm dïi (®Ó ®Çm bª t«ng) Reedle vibrator
§Çm èng Tube vibrator
§Çm lÌn Compaction
§Çm rung Vibrating tamper ...
§Çm rung Vibration compactor
§Çm rung bª t«ng Concrete vibrator
§Çm trªn mÆt Surface vibrator
§Çm trong (vïi vµo hçn hîp bª t«ng) Internal vibrator
§Çm, chµy/ M¸y ®Çm ®Êt Tamper
§Çu ®o ¸p lùc kÕ rçng Pore pressure transducer
§Çu b¸o ch¸y Fire detector
§Çu b¸o khãi = Bé c¶m biÕn khãi Smoke detector
§Çu b¸o nhiÖt gia t¨ng = Bé c¶m biÕn nhiÖt Heat detector
§Çu cÇu Bridge end
§Çu cuèi d÷ liÖu Data terminals
§Çu m¸y dieden Diesel locomotive
§Çu m¸y h¬i n­íc Stream locomotive
§Çu neo (polystryrene) Anchorage (for PS)
§Çu neo chÕt ( kh«ng kÐo c¨ng) Dead end
§Çu neo h×nh trô cã khoan lç Perforated cylindrical anchor head
§Çu nhÞp Span end
§Çu x¶ (cña èng chuyªn dông ®æ bª t«ng d­íi n­íc) Discharge end (of tremie pipe)
§é ®ôc Turbidity
§é ®µn håi Elasticity
§é æn ®Þnh Stability
§é æn ®Þnh h×nh d¸ng Figure stability
§é æn ®Þnh xo¾n Torsional stability
§é b·o hoµ n­íc Degree of saturation
§é bÒn chÞu löa Fire resistance
§é bÒn kÐo ®øt tèi thiÓu Tensile strength minimum
§é bÒn l©u (tuæi thä) Durability
§é cao, Cao tr×nh Altitude
§é ch¶y cña v÷a Mortar flow
§é chÆt Compactness
§é chÆt Density
§é chÆt ®Çm nÐn Density
§é chÆt ®Çm nÐn Compaction density
§é chãi Luminance

3. §é chãi tèi thiÓu Minimum glare
§é chªnh cao l­u vùc Height difference of catchment basin
§é chªnh mùc n­íc gi÷a tr­íc vµ sau trô cÇu Bridge draw down depth
§é chèi cña cäc Rebound of pile
§é chèng thÊm Water tightness
§é chÝnh x¸c (thö nghiÖm) Accuracy (of test)
§é co ng¾n ®µn håi ban ®Çu Initial elastic shortening
§é co ng¾n t­¬ng ®èi Unit shortening
§é co ngãt tæng céng Total shrinkage
§é cong Courbature
§é cøng Stiffness
§é cøng chèng uèn Flexural rigidity
§é cøng chèng uèn Flexural stiffness
§é cøng chèng xo¾n Torsional stiffness
Torsional stiffness system deck
§é cøng chèng xo¾n cña kÕt cÊu mÆt cÇu
superstructure
§é cøng ngang cña cÇu Lateral rigidity of the bridge
§é dµi di chuyÓn ®­îc cña pittong cña kÝch Maximum stroke
§é d·n dµi Elongation
§é d·n dµi cña cèt thÐp Steel elongation
§é d·n dµi t­¬ng ®èi Unit elongation
§é dèc däc Grade
§é dèc hîp thµnh Resultant gradient
§é dèc ngang Crossfall,cross slope
§é dèc ngang mÆt ®­êng vµ siªu cao Pavement crossfall and superelevation
§é dèc thuû lùc Hydraulic gradient
§é dêi ngang Shift
§é dÎo tiªu chuÈn Normal consistency
§é dÝnh b¸m Affinity
§é Èm Moist
§é Èm Moisture content
§é Èm Natural moisture content
§é Èm cèt liÖu Moisture content of aggregate
§é Èm t­¬ng ®èi Relative humidity
§é Èm t­¬ng ®èi b×nh qu©n hµng n¨m Annual ambient relative humidity
§é Èm tèi ­u Optimum moisture content
§é Èm tù do Free moiture
§é Èm(®é Èm t­¬ng ®èi) Humidity (relative)
§é ho¹t ho¸ xi m¨ng Activity of cement
§é khÝt kÝn kh«ng rß n­íc Tightness (water tightness)
§é liÒn (nguyªn) khèi cña kÕt cÊu Structural integrity
§é lÖch t©m Eccentricity
§é lÖch tiªu chuÈn Overall standard deviation
§é lÖch tiªu chuÈn Standard deviation
§é lón Setllement
§é m¶nh Slenderness
§é mÆn Salinity
§é më réng vÕt nøt Crack opening, Crack width
§é mÞn Fineness
§é nh¹y c¶m Sensitivity, Sensitiveness
§é nh¹y c¶m vÒ gØ Corrosion considerations
§é nhít Viscosity
§é o»n Buckling
§é qu¸nh / §é sÖt Consistency
§é r¾n cøng Hardness degree
§é räi b»ng lux Illuminance in lux
§é rçng Poroxity
§é réng vÕt nøt Crack width
§é sôt (h×nh nãn) cña bª t«ng Slump
§é sôt ¸p Voltage Drop
§é sôt duy tr× Slump retention
§é thÈm thÊu, ®é thÊm Permeability
§é tin cËy, ®é æn ®Þnh Reliability
§é tôt cña nót neo trong lç neo (sau khi ®· ®ãng chÆt
Anchor sliding
nót neo)
§é tr­ît trong mÊu neo cña ®Çu cèt thÐp Anchor sliding
§é v­¬n hÉng Cantilever dimension
§é vâng Deflection
§é vång Camber
§é vâng c¸p xiªn Cable sag
§é vång h­íng däc Longitudinal camber
§é vång hoÆc ®é vâng Camber or deflection
§é vâng ngang Lateral deflection
§é vªnh ban ®Çu Original out-of straightness

4. §é vªnh xo¾n Torsional warping
§é xèp rçng (cña bª t«ng) Porosity
§é xo¸y n­íc Vorticity
§èi träng Counterpoiser, Counterbalance
§­êng ¸p lùc Line of pressure
§èng ®¸ h¹ l­u/ ®èng ®¸ tiªu n­íc Toe drain
§­êng ®· vµo cÊp Classified road
§­êng ®¾p dÉn lªn cÇu Approach embankment
§­êng ®ång møc Contour line
§éng ®Êt Earthquake
§­êng ¶nh h­ëng m« men Influence livie for moment
§­êng bao Endevelope curve
§­êng bé Road
§­êng biªn d­íi cña vßm Intrados
§­êng biªn trªn cña vßm Extrados
§­êng cho xe ®¹p Cycle path
§­êng cò ®¹i tu Overhaul road
§­êng cong ®øng Vertical curve
§­êng cong ®øng låi Crest
§­êng cong ®øng lâm Sag
§­êng cong biÓu diÔn ®å thÞ cña ... Representative curve of ...
§­êng cong cÊp phèi h¹t Grading curve
§­êng cong chuyÓn tiÕp Transition curve
§­êng cong mui luyÖn (c¸c ®­êng cong t¹o thµnh ®é
khum cña mÆt ®­êng, gåm cã ®­êng parabon vµ ®­ Camber curve
êng th¼ng
§­êng cong thùc nghiÖm Test curve (strain-stress)
§­êng cong trßn Circular curve
§­êng cong, ®o¹n tuyÕn cong Curve
§­êng cøu n¹n khÈn cÊp Emergency escape ramps
§­êng dÉn Approach road
§­êng dÉn Channel
§­êng dÉn cao ®¹c Leveling loop
§­êng dÉn vµo cÇu Approach roadway
§­êng dÉn vµo cÇu Approaches, appwoch road
§­êng dÉn, ®­êng s­ên Traverse
§­êng èng ¸p lùc Penstock
§­êng giao d©n sinh, chç bé hµnh cho qua ®­êng Pedestrian crossing
§­êng giao th«ng Service road
§­êng gom Collector
§­êng gom Frontage road
§­êng kÝnh danh ®Þnh Nominal diameter
§­êng kÝnh lç vá läc (®­êng kÝnh lç cña vá läc chiÕm
Pore size opening
...% toµn bé diÖn tÝch lç läc
§­êng kÝnh ngoµi Outside diameter
§­êng kÝnh ngoµi cña cuén bÊc thÊm Outside diameter roll
§­êng l©m nghiÖp Forest road
§­êng l­u l­îng nguyªn tè cho phÐp Allowable unit hydrograph
§éng lùc häc Dinamic
§éng lùc triÒu Tidal dynamics
§­êng mÆt ®Êt tù nhiªn Original ground surface
§­êng n¨ng Energy grade line
§­êng nh¸nh Feeder highway
§­êng offset Offset line
§­êng ph©n luång (tr¸nh ¸ch t¾c) Relief Road
§­êng qu¸ tr×nh lò Hydrograph
§­êng quay xe (vßng quay ®Çu xe) Turnaround loop
§­êng s¾t Railway
§­êng s¾t ®«i Double track railway
§­êng s¾t néi ®« Rail-transit
§­êng tªn vßm Rise of are
§­êng thñy Waterway
§­êng thu phÝ giao th«ng Toll Road
§­êng tr¸nh, ®­êng vßng tr¸nh, TuyÕn tr¸nh By-pass
§­êng trôc Arterial highway
§­êng trôc c¸p Cable trace
§­êng trôc c¸p d¹ng parabole Parapolic cable trace
§­êng trôc c¸p gåm c¸c ®o¹n th¼ng Cable trace with segmental line
§­êng trôc vßm Arch axis
§­êng trôc, ®­êng tim Center line
§­êng truyÒn t¶i träng Load path
§­êng vßng Roundabout
§Ëp ®Êu cäc Ship pile head

5. §Ëp ch¾n n­íc Barrage
§Ëp phô Auxiliary dam
§Ëp trµn Spillway
§Êt Earth, soil
§Êt ¸ sÐt Loam
§Êt ®¾p / má ®Êt Borrow material/Borrow pit
§Êt ®¾p sau mè Back fill behind abutmait
§Êt ®¾p trªn vßm b¶n/ líp ®Êt ®¾p Fill, earth fill
§Êt båi, phï sa Alluvion
§Êt chÆt Compact earth
§èt dÇm hép Box girder segment
§Êt dÝnh kÕt Cohesive soil
§Êt kh«ng dÝnh kÕt, ®Êt rêi r¹c Cohesionless soil, granular material
§Êt lò tÝch Diluvium soil
§Êt nÒn bªn d­íi mãng Foundation soil
§Êt phï sa, ®Êt båi tÝch Alluvial soil
§Êt phÌn chua Acidic alum soil
§Êt sÐt Clay
Connect with existing water supply system
§Êu nèi víi hÖ thèng n­íc hiÖn cã, Xóc x¶, khö trïng, thö ¸p lùc
Rinsing, disinfecting, pressure testing
§Ìn ®­êng Street lighting
§Ìn b¸o (®Ìn nhÊp nh¸y hoÆc kh«ng nhÊp nh¸y) - ®Ìn Warning lights (flashing or steady) - low
nhÊp nh¸y c­êng ®é thÊp; ®Ìn nhÊp nh¸y c­êng ®é intensity flashing; high intensity flashing;
cao; ®Ìn kh«ng nhÊp nh¸y steady burn
§Ìn chiÕu/ m¸y chiÕu Projector
§Ìn h¬i natri ¸p suÊt thÊp Low pressure sodium lamp
§Ìn huúnh quang thuû ng©n Flourescent mercury vapour lamp
§Ìn nhÊp nh¸y (cho qua nh­ng cÇn cÈn thËn) Flashing signal
§Ìn nung s¸ng, ®Ìn nãng s¸ng Incandescent lights
§Ìn pha Flood-light
§Ìn tô Spot light
§Ìn vµng Amber light
§Ìn/ tÝn hiÖu b¸o nguy vµ b¸o giao th«ng Warning and navigation signs/lights
§inh ®Øa Cramp, Crampon
§inh neo cã ®Çu Headed studs
§inh t¸n Rivet
§inh t¸n b¶n c¸nh Flange rivet
§inh t¸n cã ®Çu Headed stud
§iÓm ®Æt cña hîp lùc Location of the resultant
Location of the concrete compressive
§iÓm ®Æt hîp lùc nÐn bª t«ng
resultant
§iÓm ®Çu cèt thÐp ®­îc kÐo c¨ng b»ng kÝch Jacking end
§iÓm ®o (®iÓm môc tiªu ®­îc quan tr¾c khi ®o ®¹c
Observation point
ngo¹i nghiÖp)
§iÓm b¾t ®Çu ®­êng cong ®¬n PC - Point of curve (beginning of simple curve)
§iÓm biÓu diÔn cña néi lùc (trªn ®å thÞ) Force representative point (on the curve)
§iÓm cÇn ®o cao ®é Levelling point
§iÓm chuyÓn (®iÓm ®o ph¶i t¨ng thªm khi v­íng ®­êng
nh×n lóc c¾m tim tuyÕn, ®iÓm ®o qu¸ ®é ®Ó chuyÓn Turning point
cao tr×nh khi ®o cao.)
§iÓm cuèi ®­êng cong ®¬n PT - Point of tangent (end of simple curve)
§iÓm gèi tùa Point of support
§iÓm gi»ng Brace point
§iÓm giao c¾t Intersection
§iÓm khèng chÕ tuyÕn Control point
§iÓm lý tr×nh Chainage point
§iÓm nèi ®Çu ®­êng cong TS - Tangent to Spiral (Clothoid) Curve
§iÓm nèi cuèi ®­êng cong ST - Spiral (clothoid) curve to tangent
§iÓm ra vµo Terminal
§iÓm tiÕp ®Çu ®­êng cong SC - Spiral (Clothoid) to circular curve
§iÓm tiÕp cuèi ®­êng cong CS - Circular curve to spiral (clothoid) curve
§iÓm to¹ ®é Co-ordination point
§iÓm trén dßng Weaving point
§iÓm xung ®ét Conflict point
§iÒu chØnh, c¨n chØnh cho ®óng Adjustment
§iÒu kiÖn ®Æt t¶i Loading conditions
§iÒu kiÖn ®Êt Soild conditions
§iÒu kiÖn c©n b»ng øng biÕn Balanced strain condition
§iÒu kiÖn d­ìng hé bª t«ng Condition of curing
§iÒu kiÖn khÝ hËu bÊt lîi Unfavourable climatic condition
§iÒu kiÖn m«i tr­êng Enviromental condition
§iÒu phèi ®Êt Cut-fill transition
§iÒu tra (thanh tra) Inspection
§iÒu tra b»ng ph­¬ng ph¸p sãng ©m Sounding
§o ¸p lùc kÕ rçng Pore pressure gauge
§o ®¹c ®iÓm khèng chÕ mÆt ®Êt Ground control point survey

6. §o ®¹c ®Þa h×nh / Kh¶o s¸t ®Þa h×nh Topographic survey
§o ®¹c ®Þnh tuyÕn Location survey
§o ®¹c kh¶o s¸t thuû v¨n Investigative Hydrological survey
§Ó h×nh loa cña mÊu neo dù øng lùc Trumplate, cast-guide
§Õ mÊu neo dù øng lùc / B¶n ®ì tùa Bearing plate
§Ó ng¨n c¶n sù t¸ch rêi nhau In order to prevent separation
§Ò phßng qu¸ t¶i Overload provision
§o thÓ tÝch kh« Dry-volume measurement
§oµn tÇu ch¹y th­êng xuyªn trªn tuyÕn Train serving the line
§oµn tÇu thö (®Ó thö cÇu) Test train
§oµn xe t¶i Truck train
§o¹n (®èt) hîp long cña kÕt cÊu nhÞp Key block segment
§o¹n (®èt) kÕt cÊu nhÞp ë bªn trªn trô On-pier segment
§o¹n dÇm, khóc dÇm /' §èt, ®o¹n (cña kÕt cÊu) Segment
§o¹n èng loe ë ®Çu mÊu neo Trumpet
§ôc (b»ng choßng) Pick
§óc t¹i chç Cast-in-place
§óc t¹i chç Cast-in-situ
§Öm Template
§Öm ®Çu cäc Pile cap
§Öm gèi bearing pad
§Öm neo Seating
§Ønh ®­êng cong IP - Point of intersection
§Ønh cét Top of column
§Ønh m¸i dèc Apex
§Ønh nÒn ®­êng ®µo Top of the cutting
§Ønh ta luy nÒn ®­êng ®µo Top of slope of the cutting
§ßn c©n Fulcrum
§Þa chÊt häc Geology
§Þa h×nh Topography
§Þa m¹o Topographic featñe/ geomorphology
§Þa m¹o s«ng Stream geomorphology
§Þa tÇng thÝch hîp Appropriate soil profile
§Þa vËt (tªn gäi chung cña c¸c lo¹i Culture
§Þnh d¹ng thµnh phÇn Component format
§Þnh l­îng Dispensing
§Þnh luËt Hóc HookeÕs law
§u«i mè Parapet wall
®æ bª t«ng líp t¹o ph¼ng Leveling concrete
®­êng kÝnh trong cña cuén bÊc thÊm Inside diameter roll
®Ëp chÝnh Main dam
®­îc céng ®¹i sè To be added algebraically
Effects on the cross-section resulting from
¶nh h­ëng ®èi víi mÆt c¾t ngang do t¶i träng lÖch
eccentric loading or unsymmetrical structure
t©m hoÆc do sù mÊt ®èi xøng h×nh häc cña kÕt cÊu
geometry
¶nh h­ëng cña nhiÖt ®é Temperature effect
¶nh h­ëng do biÕn d¹ng c¾t xuÊt hiÖn sau Effect of shear lag
380 v«n, 3 pha, 4 d©y, tÇn sè 50 Hz AC 380 volts, 3 phase, 4 wires, 50 Hz AC
6.5 ®é ritchter 6.5 on the Ritchter scale
æn ®Þnh ®Êt Soil stabilizition
æn ®Þnh khÝ ®éng lùc cña cÇu Aerodynamic Stability of bridge
æn ®Þnh m¸i dèc Slope stability
æn ®Þnh nÒn ®Êt b»ng ph­¬ng ph¸p ho¸ häc Chemical soil stabilization
æn ®Þnh thÓ tÝch Soundness
An toµn lao ®éng Road safety flowing (loose poured) mixture
ANFO : a free
ANFO : mét hçn hîp láng gåm Nitrat Am«n xèp
of porous prilled Ammonium Nitrate & Fuel Oil
(Nitropil) vµ dÇu nhiªn liÖu (FO) ®­îc kÕt hîp trë thµnh
(FO) formulated to be oxygen balance, for
c©n b»ng «xy dïng lµm chÊt næ trong c¸c lç khoan kh«
Asphalt pha lo·ng b¶o d­ìng nhanh use in dry blastholes asphalt
Rapid-curing cut back
Asphalt pha lo·ng b¶o d­ìng trung b×nh Medium-curing cut back asphalt
B¨ng chuyÒn Conveyor
B¨ng dÝnh Joint tape
B¸n kÝnh ®­êng cong låi Crest curve radius
B¸n kÝnh ®­êng cong lâm Sag curve radius
B¸n kÝnh ®­êng cong n»m nhá nhÊt Minimum horizontal curve radius
B¸n kÝnh cong (b¸n kÝnh ®o¹n ®­êng cong) Radius of curve
B¸n kÝnh qu¸n tÝnh Radius of gyration
B¸n kÝnh t¸c dông cña ®Çm dïi Reach (of vibrator)
B¸n kÝnh thuû lùc Hydraulic radius
B¸n kÝnh trong cña ®­êng cong Inside radius of curvature
B¸o c¸o nghiªn cøu kh¶ thi Feasibility study report
B¸o c¸o thÝ nghiÖm cäc Record of test piles
B«i tr¬n Lubrification

7. by equating the maximum potential and
b»ng c¸ch c©n b»ng thÕ n¨ng vµ ®éng n¨ng cùc ®¹i
b»ng c¸ch t¸c ®éng vµo kÕt cÊu mét t¶i träng n»m kinetic energies
by applying a uniform horizontal load to the
ngang r¶i ®Òu structure
B»ng gang ®óc of cast iron
B»ng thÐp c¸n of laminated steel
B×nh ®å Mapping
B×nh chøa khÝ nÐn Compressed air receiver tank
B×nh diÖn tuyÕn Horizontal alignment
B×nh nãng l¹nh dïng ®iÖn Electric heater
B¬m (m¸y b¬m) Pump
B¬m bª t«ng Concrete pump
B¬m bª t«ng kiÓu tay víi Concrete pump, boom type
B¬m ch×m Submersible pump
B¬m cøu ho¶ Fire pump
B¬m hót Aspiring pump, Extraction pump
B¬m ly t©m Centifical pump, Impeller pump
B¬m n­íc dïng tay Hand-act water pump
Bµn nguéi Surface plate
B¶n Slab
B¶n ®¸y cña dÇm hép Bottom slab of box girder
B¶n ®å ®Þa h×nh Topographic map
B¶n ®å ph©n bè c¸c vÕt nøt Map cracking
B¶n ®Æt cèt thÐp hai h­íng Slab reinforced in both directions
B¶n bông vµ b¶n c¸nh Webs and flanges
B¶n c¸ch chÞu nÐn Compression flange
B¶n c¸nh (mÆt c¾t I,J, hép) Flange slab
B¶n c¸nh dÇm /C¸nh dÇm/ B¶n c¸nh /gê Flange
B¶n c¸nh d­íi Bottom flanger,Bottom slab
B¶n c¸nh trªn Top flange,Top slab
B¶n cã khoÐt lç Voided slab, Hollow slab
Two-way spaning directions slab (slab
B¶n cã nhÞp theo hai h­íng (b¶n 4 c¹nh)
supported on four sides)
B¶n cã nhÞp theo mét h­íng (b¶n 2 c¹nh) One-way spaning direction slab
Rectangular slab simply supported along all
B¶n ch÷ nhËt gèi gi¶n ®¬n trªn bèn c¹nh lªn c¸c dÇm
four edges by beams
B¶n cña mÊu neo, B¶n neo Anchor plate
Slab simply supported along all four edges by
B¶n gèi gi¶n ®¬n trªn 4 c¹nh lªn c¸c dÇm
beams
B¶n gÊp nÕp Folded plate
B¶n ghi chÐp tÝnh to¸n, B¶n tÝnh Calculating note
B¶n mÆt cÇu Deck slab, deck plate
B¶n mÆt cÇu ®óc bª t«ng t¹i chç Cast-in-situ flat place slab
B¶n mÆt cÇu trùc h­íng Orthotropic desk
B¶n n¾p hép Top slab of box
B¶n nèi èp, b¶n m¸ Cover-plate
B¶n nèi phñ Splice plat, scab
B¶n neo hoÆc vÊu neo Anchor plate or blister
B¶n nót, b¶n tiÕt ®iÓm Gusset plate
B¶n ph¼ng Fat slab
B¶n ph¼ng Flat plate
B¶n ph¼ng Flat slab
B¶n qu¸ ®é Transition slab
B¶n sµn Floor slab
B¶n thÐp cã gê Deformed plate
B¶n thÐp phñ (ë phÇn b¶n c¸nh dÇm thÐp ...) Cover plate
B¶n trªn ®Ønh Top slab
B¶n vÏ thi c«ng Erection plan
B¶ng ®øng Vertical panel
B¶ng b¸o ®éng Alarm panel
B¶ng b¸o hiÖu Traffic sign
B¶ng gi¸ thÇu Bid schedule
B¶o d­ìng b¨ng h¬i Èm Moist-air curing
B¶o d­ìng bª t«ng b»ng h¬i n­íc ¸p lùc cao high-pressure steam Curing
B¶o d­ìng bª t«ng b»ng h¬i n­íc nhiÖt ®é cao High-temperature steam curing
B¶o d­ìng bª t«ng trong lóc hãa cøng Curing
B¶o d­ìng h¬i n­íc ë ¸p lùc khÝ quyÓn Atmospherec-pressure steam curing
B¶o d­ìng trong thiÕt bÞ ch­ng hÊp Autoclave curing
B¶o d­ìng, duy tu Maintenance
B¶o vÖ bê Slope protection
B¶o vÖ catèt Cathodic protection
B¶o vÖ cèt thÐp chèng rØ Protection against corrosion
B¶o vÖ chèng mµi mßn Protection against abrasion
B¶o vÖ chèng xãi lë Protection against scour
B¶o vÖ thÝnh gi¸c Hearing protectors

8. B·i næ Blast site
B·i ngËp khi lôt Flood plain
B·i s«ng/ vïng ngËp Floodplain
B·i th¶i Disposal area
B·i tr¬ khi mùc n­íc thÊp Shoal
B·o hoµ Saturated
B¾c cÇu, thanh gi»ng chèng Bridging
Bã c¸p dù øng lùc dÑt Draped pretressing tendons
Bã sîi xo¾n, Bã xo¾n 7 sîi thÐp Strand
Bã t¨ng c­êng Confinement
Bª t«ng (V÷a phun) Shotcrete
Bª t«ng ®¸ v«i Gypsum concrete
Bª t«ng ®· bÞ t¸ch líp (bÞ bãc líp) Spalled concrete
Bª t«ng ®¹t c­êng ®é sím Early strength concrete
Bª t«ng ®Çm c¸n ( b»ng xe lu) Roller-compacted concrete
Bª t«ng ®É ®Çm rung Vibrated concrete
Concrete placed against clean, hardened
Bª t«ng ®­îc ®æ phñ lªn líp bª t«ng s¹ch, ®· cøng víi bÒ
conrete with surface intentionally roughened
mÆt ®­îc t¹o nh¸m cì 6 mm
to an amplitude of 6 mm
Bª t«ng ®­îc b¶o d­ìng b»ng h¬i n­íc hoÆc Èm ­ít Steam or moist-cured concrete
Bª t«ng ®­îc cung cÊp qua èng th¼ng ®øng Tremie concrete
Concrete anchored to as-rolled structural
Bª t«ng ®­îc neo vµo thÐp c¸n kÕt cÊu b»ng ®inh neo
steel by headed studs or by reinforcing bars
cã ®Çu hoÆc b»ng c¸c thanh cèt thÐp mµ toµn bé
where all steel in contact with concrete is
phÇn thÐp tiÕp xóc víi bª t«ng lµ s¹ch vµ kh«ng s¬n
Bª t«ng ®óc s½n clean and free system paint
Precast concrete
Bª t«ng ®óc t¹i chç Cast in situ place concrete
Bª t«ng ®óc t¹i chç Cast-in-place concrete
Bª t«ng ®óc t¹i chç In-situ concrete
Bª t«ng aluminat Aluminate concrete
Bª t«ng b¬m Pumped concrete
Bª t«ng b¬m Pumping concrete
Bª t«ng bät Foamed concrete
Bª t«ng bi tum ®óc Mastic asphalt
Bª t«ng bitum,bª t«ng nhùa Bituminous concrete, asphalt concrete
Bª t«ng bÞt ®¸y (cña mãng C¸p cäc, cña giÕng, cña hè Fouilk, bouchon
Bª t«ng bÞt ®¸y thõa d­ Residual seal concrete
Bª t«ng c¸ch ly Insulating concrete
Bª t«ng c¸ch nhiÖt Insulating concrete
Bª t«ng c¸t Sand concrete
Bª t«ng c¸t tû träng thÊp Sand-low-density concrete
Bª t«ng c¸t tû träng thÊp Sand-low-density concrete
Bª t«ng cã ®é sôt b»ng kh«ng Zero-slump concrete
Bª t«ng cã qu¸ nhiÒu cèt thÐp Over-reinforced concrete
Bª t«ng cã tû träng thÊp Low-density concrete
Bª t«ng c­êng ®é cao High strength concrete
Bª t«ng c­êng ®é cao High-strength concrete
Bª t«ng c­êng ®é cao sím High-early-strength concrete
Bª t«ng cèt liÖu sái / bª t«ng sái Gravel concrete
Bª t«ng cèt sîi Fibrous concrete
Bª t«ng cèt sîi ph©n t¸n Fiber-reinforced concrete
Bª t«ng cèt thÐp dù øng lùc Prestressed concrete
Bª t«ng cèt thÐp dù øng lùc ngoµi External prestressed concrete
Bª t«ng cèt thÐp dù øng lùc trong Internal prestressed concrete
Bª t«ng cèt thÐp th­êng Reinforced concrete
Bª t«ng ch©n kh«ng Vacuum concrete
Bª t«ng chèng kiÒm chÕ côc bé Local confinement reinforcement
Bª t«ng chÌn kh« Dry-packed concrete
Bª t«ng chÌn lÊp ke hë Backfill concrete
Bª t«ng chÞu nhiÖt Heat resistant concrete
Bª t«ng d­îc cung cÊp b»ng xe trén Truck-mixed concrete
Bª t«ng dù øng lùc Prestressed concrete
Bª t«ng epoxy Epoxy concrete
Bª t«ng hidrocacbon Hydrocarbon concrete
Bª t«ng kh« Dry concrete
Bª t«ng kh«ng ®é sôt No-slump concrete
Bª t«ng kh«ng cèt thÐp Plain concrete, Unreinforced concrete
Bª t«ng kh«ng cèt thÐp Unreinforced concrete
Bª t«ng kh«ng cuèn khÝ Non-air-entrained concrete
Bª t«ng khèi lín Structural mass concrete
Bª t«ng kiÕn tróc Architectural concrete
Bª t«ng kÕt cÊu Structural concrete
Bª t«ng kÕt cÊu khèi lín Structural mass concrete
Bª t«ng lé ra ngoµi Exposed concrete

9. Bª t«ng liÒn khèi Concrete placed monolithically
Bª t«ng liÒn khèi Mass concrete
Bª t«ng liÒn khèi lín Monolithic concrete
Bª t«ng m¸c thÊp Low-grade concrete resistance
Bª t«ng mËt ®é cao,Bª t«ng rÊt nÆng High-density concrete
Bª t«ng nÆng Heavy concrete
Bª t«ng nghÌo Lean concrete (low grade concrete)
Bª t«ng nhÑ Light weight concrete
Bª t«ng nhÑ Low-density concrete
Bª t«ng nhÑ cã c¸t Sandlight weight concrete
Bª t«ng nhùa c¸t Sand asphalt
Bª t«ng nhùa;Bª t«ng asphal Asphaltic concrete
Bª t«ng phun Gunned concrete
Bª t«ng phun Shotcrete
Bª t«ng phun Sprayed concrete, Shotcrete,
Bª t«ng phun ­ít Wet-mix shotcrete
Bª t«ng polyme Polymer concrete
Bª t«ng rçng Porous concrete
Bª t«ng siªu dÎo Superplasticized concrete
Bª t«ng t¸i chÕ Recycled concrete
Bª t«ng t­¬i Newly laid concrete
Bª t«ng t­¬i (míi trén xong) Fresh concrete
Bª t«ng t¹o dù øng lùc b»ng ho¸ häc Chemically prestressed concrete
Bª t«ng t¹o ph¼ng Blinding concrete
Bª t«ng th«ng th­êng Conventional concrete
Bª t«ng th­êng ( kh«ng cèt thÐp) Plain concrete
Bª t«ng thñy c«ng Hydraulic concrete
Bª t«ng toµn khèi Integral concrete
Bª t«ng toµn khèi Monolithic concrete
Normal weight concrete, Ordinary structural
Bª t«ng träng l­îng th«ng th­êng
Bª t«ng trén cèt liÖu s½n ,®æ vµo vÞ trÝ råi Ðp v÷a concrete
Grouted-aggregate concrete
vµo sau
Bª t«ng trén kh« Dry-mix concrete
Bª t«ng tù dù øng suÊt Concrete, (mortar or grout), self-stressing
Bª t«ng tû träng thÊp Low-densiy concrete
Bª t«ng xi m¨ng lu lÌn chÆt Rolled cement concrete
Bª t«ng xim¨ng Portland-cement, Portland concrete
Bã thanh Bundled bars
Bã thÐp dÝnh b¸m Bonded tendon
Bã thÐp ngoµi External tendon
Bã thÐp trong Internal tendon
Bã thÐp víi c¸c ®iÓm gÉy hoÆc cong Tendons with angle points or curves
Bã vØa b»ng Flush curb
Bãc líp bª t«ng b¶o hé Removal of the concrete cover
Bæ xung, thªm vµo Additional
Båi tÝch Aggradation
Bao ®ùng ( xi m¨ng) Bag (of cement; also sack)
Bao, vá, èng luån thÐp c¨ng Sheath
Bät khÝ Air void
Bay thÐp ( ®Ó tr¸t v÷a) Steel trowel
Bé c¶m biÕn Sensor
Bé chÊn ®éng khèi-lß xo ®¬n t­¬ng ®­¬ng Equivalent single mass-spring oscillator
Bé chèng rung Damper
Bé chèng rung nhít t­¬ng ®­¬ng Equivalent viscous damping
Bé chèng sÐt Lightning arrester
Bé g¸ kÑp gi÷ v¸n khu«n dÇm Beam form-clamp
Bé gi¶m chÊn Buffer
Bé läc Strainer
Bé lÊy tin truyÒn qua vÖ tinh Satellite News Gathering
Bé n¹p th«ng tin h×nh Video signal store
Bé nèi ®Ó nèi c¸c cèt thÐp dù øng lùc Coupler
Bé nèi c¸c ®o¹n c¸p dù øng lùc kÐo sau Coupleur
Bé neo Anchor set
Bé nh¾c nh×n ®äc Prompter
Reduce current control at midnight for saving
Bé phËn ®iÒu ¸p vµo nöa ®ªm ®Ó tiÕt kiÖm n¨ng l­îng
energy
Bé phËn lµm lÖch h­íng c¸p / ô chuyÓn h­íng Deviator
Special-purpose mechanical energy
Bé phËn tiªu n¨ng c¬ häc chuyªn dông
dissipator
Bé s¬ cøu First aid equipment
Bé thiÕt bÞ Equipement Set, Device
Bé tiªu ©m Muffler
Bè trÝ Arrangement ...
Arrangement of longitudinales renforcement
Bè trÝ c¸c ®iÓm c¾t ®øt cèt thÐp däc cña dÇm
cut-out
Bè trÝ cèt thÐp Arrangement of reinforcement

10. Bè trÝ cèt thÐp dù øng lùc Cable disposition
Bè trÝ chung cña cÇu General location of a bridge
Bê vØa bª t«ng Concrete curb
Bé vßi t¾m hoa sen cã van nãng l¹nh Shower set with mixing valve
Bé xö lý tÝn hiÖu sè Digital signal processing
BÊc thÊm Plastic board drain
BÊc thÊm Vertical artificial drain
BÊc thÊm hoµn chØnh Assembled drain
BËc tù do Degrees-of-freedom
Bét ®¸ Stone dust
Bét kho¸ng Filler
BÊt lîi Unfavorable...
BÊt lîi nhÊt the most unfavorable
Bét mÇu (®Ó pha s¬n) Pigment
Bi tum Bitumen
Bi tum c¶i tiÕn Modified bitumen
Bi tum cøng Hard bitumen
Bi tum láng Cut back bitumen
Biªn ®é Amplitude
Biªn ®é biÕn ®æi øng suÊt Amplitude of stress
Biªn ®é dao ®éng Vibration amplitude
Biªn ®é øng suÊt Stress range
Biªn ®é thuû triÒu Tide amplitude
B­íc xo¾n cña sîi thÐp trong bã xo¾n Twist step of a cable
Bio-chemical Oxygen Demand BOD
BiÕn ®æi nhiÖt ®é Variation of temperature
BiÕn ®æi s¬ ®å tÜnh häc Variation of statical schema
BiÕn ®æi theo thêi gian cña Variation in accordance with the time of ...
BiÓn b¸o hiÖu lÖnh (biÓn h×nh trßn) Mandatory sign
BiÓn b¸o kiÓu cæng, dµn biÓn b¸o Sign gantry
BiÓn b¸o nguy hiÓm (biÓn tam gi¸c) Warning sign
BiÓn chØ ®­êng Direction signing
BiÕn d¹ng Deformation
BiÕn d¹ng Strain
BiÕn d¹ng ®µn håi Elastic deformation
BiÕn d¹ng c¾t th¼ng ®øng Vertical shear deformation
BiÕn d¹ng c¾t xuÊt hiÖn sau/ Sù biÕn d¹ng do c¾t
Shear lag
xuÊt hiÖn sau ®ã
BiÕn d¹ng cña c¸c thí trªn mÆt c¾t, øng biÕn Strain
BiÕn d¹ng cña neo khi dù øng lùc tõ kÝch truyÒn vµo
Anchorage deformation or seating
mÊu neo cña neo khi dù øng lùc tõ kÝch truyÒn vµo
BiÕn d¹ng
Anchorage seating
mÊu neo
BiÕn d¹ng co ng¾n t­¬ng ®èi Unit shortening
BiÕn d¹ng d­ Residual deformation
BiÕn d¹ng dµi h¹n Long-term deformation
BiÕn d¹ng d·n dµi t­¬ng ®èi Unit lengthening
BiÕn d¹ng do co ngãt Retrait deformation
BiÕn d¹ng do lùc c¾t Shear deformation
BiÕn d¹ng do tõ biÕn Deformation due to creep deformation
BiÕn d¹ng do tõ biÕn cña bª t«ng Strain due to creep of concrete
BiÕn d¹ng do uèn Flexible flexion deformation
BiÕn d¹ng kh«ng thÓ håi phôc Nonreversible deformation
BiÕn d¹ng nÐn compression strain
BiÕn d¹ng phi ®µn håi Inelastic deformation
BiÕn d¹ng phô thuéc thêi gian/ BiÕn d¹ng theo thêi
Time-dependent deformation
gian
BiÕn d¹ng qu¸ møc Excessive deformation
BiÕn d¹ng t­¬ng ®èi Relative strain
BiÕn d¹ng tøc thêi Imediate deflection
BiÕn d¹ng vång lªn Upward deflection
Flexural and torsional deformation of the
BiÕn d¹ng xo¾n vµ uèn cña mÆt cÇu
deck
BiÓn hiÖu Sign panels
BiÖn ph¸p gia t¶i tr­íc Pre-loading
BiÕn sè thiÕt kÕ Design variable
Variation of maximum backwater height on
BiÕn thiªn cña ®é dÒnh lín nhÊt ë nÒn ®­êng dÉn
the embankment of approach road during
trong thêi gian lò
flood period
BiÓu ®å biÕn d¹ng tuyÕn tÝnh Linear deformation diagram
BiÓu ®å ch¹y tµu Train operation chart
BiÓu ®å m« men uèn Bending-moment diagram
BiÓu ®å t¸c dông t­¬ng hç m« men-lùc däc Momen-Axial force effort normal diagram
BiÓu ®å tÝch luü diÖn tÝch tho¸t n­íc Accumulation diagram of drainage area
BiÓu diÔn ®å thÞ cña Graphical representation of ...
BÖ ®ì Bearing
BÖ ®ì ph©n phèi lùc Bed plate

11. BÖ cäc Pile Cap
BÖ chèng tr­ît Skid
BÒ dµy b¶n ®¸y dÇm Lower slab thickness
BÒ dµy b¶n bông Web thickness
BÒ dµy b¶n mÆt cÇu Deck slab thickness
BÖ kÐo c¨ng cèt thÐp dù øng lùc Prestressing bed
BÒ mÆt chuyÓn tiÕp/ mÆt tiÕp xóc Interface
BÒ mÆt lé ra ngoµi Exposed face
BÒ mÆt ngoµi Exterior face
BÒ mÆt tiÕp xóc Contact surface
BÒ mÆt v¸n khu«n Form exterior face ...
BÖ mãng Invert
BÖ mãng liªn tôc Continuous footing
BÒ ngang l­u vùc Horizontal length of catchment basin
BÖ ph¶n ¸p Cap concrete
BÒ réng cã hiÖu cña b¶n Effective width of slab
BÒ réng cÇu ®o gi÷a 2 lÒ ch¾n b¸nh Width between kerbs
BÒ réng gèi lÊy theo kinh nghiÖm Empirical seat width
BÒ réng mÆt cÇu Deck width
BÒ réng ng­êi ®i Sidewalk width
BÒ réng tùa Seat width
Bóa Hammer
Bóa h¬i ®¬n ®éng Steam hammer single stroke
Bóa h¬i n­íc ®¬n ®éng Hydraulic hammer of simple effect
Bóa h¬i song ®éng Steam hammer double stroke
Bóa m¸y Diesel hammer
Bóa m¸y khÝ nÐn lo¹i motor xoay vµ ®Ëp Pneumatic breaker motor drills & breakers
Bóa m¸y thuû lùc g¾n trªn m¸y khoan hoÆc xóc Hydraulic rig-mounted breaker
Bóa thuû lùc r¬i tù do Hydraulic free fall hammer
Bóa xung kÝch Impact hammer
Bøc x¹ mÆt trêi Solar radiation
Bøc x¹ tæng céng Total radiation
Bong d¸n De-bonding
Bt«ng b¶o hé (bªn ngoµi cèt thÐp) /Líp bª t«ng b¶o vÖ Concrete cover
BÞ tr­¬ng phång Bloated
BÞt kÝn, lÊp kÝn Sealing
Bu l«ng Bolt
Bu l«ng c­êng ®é cao High strength bolt
Bu l«ng h×nh ch÷ U U form bolt connection
Bu l«ng neo Anchor bolt
Bu l«ng neo mãng Founfation bolt
Bu-l«ng h×nh c«n Cone bolt
C¸c ®Çu nèi cña bã thÐp kÐo sau Couplers in posttensioning tendons
C¸c ®­êng cong m« men chuyÓn ®éng quay Moment-rotation hysteresis curves
C¸c ®iÓm v­ît s«ng vµ b·i s«ng Waterway and floodplain crossings
C¸c biÕn d¹ng ®µn håi vµ phi ®µn håi Elastic and inelastic deformations
C¸c biÖn ph¸p kh¾c phôc t¸c ®éng tiªu cùc cña dù ¸n Mitigating measures to limit negative impacts
®Õn m«i tr­êng of the project on the environment
C¸c biÖn ph¸p t×m kiÕm Search procedures
C¸c bÖ ®ì bã c¸p ®Æt ngoµi External tendon supports
C¸c c«ng tr×nh chØnh trÞ s«ng River channel training works
C¸c cèt thÐp ®ai cã nhiÒu nh¸nh Multiple leg stirrups
C¸c cÊu kiÖn chÞu nÐn cã mÆt c¾t h×nh ch÷ nhËt
Hollow rectangular compression members
rçng
C¸c cÊu kiÖn chÞu nÐn kh«ng liªn hîp Noncomposite compression components
C¸c chi tiÕt phô kh¸c Appurtenances
C¸c d¶i t­¬ng ®­¬ng Equivalent strips
C¸c d¹ng vµ c¸c tÇn sè dao ®éng tù nhiªn kh«ng gi¶m Elastic undamped natural modes and
rung ®µn håi frequencies
C¸c dao ®éng do m­a giã Wind-rain-induced oscillations
C¸c dÇm chñ chÞu lùc Main bars
Bearings restrained for longitudinal
C¸c gèi ®­îc ngµm däc chèng chuyÓn ®éng däc
movement
C¸c giai ®o¹n thi c«ng nèi tiÕp nhau Construction successive stages
C¸c giai ®o¹n thiÕt kÕ dù ¸n cÇu Bridge project design stages
C¸c giíi h¹n Atterberg cña ®Êt Atterberg limits
C¸c líp ¸o ®­êng Surface dressings
c¸c líp xen kÏ sÐt vµ c¸t Alternate layers of clay & sand
C¸c lo¹i b¶n vµ ®Õ mãng Slabs and footings
C¸c lo¹i hép bª t«ng lç rçng, ®Æc hoÆc cã nhiÒu ng¨n Precast Solid, Voided or Cellular concrete
®­îc ®óc s½n vµ cã c¸c kho¸ chèng c¾t boxes with shear keys
C¸c lùc kÐo ë mÐp Edge tension forces
C¸c lùc kiÒm chÕ Restraining forces

12. C¸c 'm« h×nh giµn ¶o' (m« h×nh chèng vµ gi»ng) cã Strut-and-tie models may be used for
thÓ ®­îc ¸p dông ®Ó ph©n tÝch trong c¸c vïng t¶i träng analysis in areas of load or geometrical
hoÆc vïng cã sù gi¸n ®o¹n vÒ h×nh häc discontinuity
C¸c mãc chèng ®éng ®Êt Seismic hooks
C¸c mÆt c¾t c¹nh gèi Sections near supports
Sections subjªctd to combined shear and
C¸c mÆt c¾t chÞu c¾t vµ xo¾n kÕt hîp
torsion
C¸c mÆt c¾t m« men d­¬ng vµ ©m Positive and negative moment sections
C¸c mÎ trén kh«ng cã phô gia Plain mix
C¸c neo ®Æt s¸t nhau Closely spaced anchorages
C¸c neo b¶n kÐp Multiplie slab anchorage
C¸c nh¸nh ®øng cña tÊm l­íi sîi thÐp hµn Vertical legs of welded wire fabric
C¸c t¶i träng nót ph¶i t­¬ng ®­¬ng tÜnh häc víi t¶i Nodal loads shall be statistically equivalent to
träng thùc tÕ ¸p dông the actual loads being applied
C¸c thanh ®­îc gi»ng chèng o»n Members braced against sidesway
C¸c thanh kÑp Hairpin bars
C¸c thanh ngang t¨ng c­êng b¶n bông Transverse web stiffeners
C¸c thanh treo Suspenders
C¸c thiÕt bÞ b¸o ®éng tù ®éng Functioning automatic warning devices
C¸c thiÕt bÞ chèng chãi Anti-glare devices
C¸c thiÕt bÞ l¾p ®Æt Mounting accessories
C¸c thiÕt bÞ vËn chuyÓn (bª t«ng) kh«ng khuÊy Non-agitating hauling equipment
C¸c vïng chÞu uèn Flexural regions
C¸c vïng gÇn vÞ trÝ thay ®æi kÝch th­íc ®ét ngét Regions near discontinuities
C¸c vïng tiÕp gi¸p Interface regions
C¸c yªn ®æi h­íng Deviations saddles
C¸c yÕu tè cña b×nh diÖn Alignment elements
C¸c-b«-n¸t ho¸ Carbonation
Extraordinary and nonstructural
C¸ch lµm ®Ñp kh«ng b×nh th­êng vµ phi kÕt cÊu
embellishment
C¸i bay Trowel
C¸i bay / xoa ph¼ng Float / floating
C¸i kÑp ph­¬ng vÞ Azimuth clamp
C¸n bé phô tr¸ch an toµn Safety officer
C¸nh hÉng tù do Free cantilever arm
C¸nh tay ®ßn Momen arm
C¸nh th­îng Top chord
C¸nh tuyÕn Tangent
C¸p ®· Ðp v÷a Grouted cable
C¸p ®ång trôc Coaxial cable
c¸p ®Çu ra Feeder
C¸p ®­îc m¹ kÏm Galvanized strand
C¸p cã ®é tù trïng thÊp Low relaxation strand
C¸p cao thÕ trªn kh«ng High tension overhead cable
C¸p dµi ®­îc kÐo c¨ng tõ 2 ®Çu Long cable tensioned at two ends
c¸p dù øng lùc PC strand
C¸p dù øng lùc ®Æt lÖch t©m Eccentric tendon
C¸p dù øng lùc bÞ vâng Defledted tendons
C¸p dù øng lùc lÖch t©m Concentric tendons
C¸p dù øng lùc th«ng th­êng Concordant tendons
C¸p dù øng lùc, d©y c¸p Cable
Plastic coated greased strand enveloppes
C¸p gåm c¸c bã sîi xo¾n bäc trong chÊt dÎo
cable
C¸p ng¾n ®­îc kÐo c¨ng tõ mét ®Çu Short cable tensioned at one end
C¸p t¹m kh«ng Ðp v÷a Temporary non-grouted cable
C¸p thÐp dù øng lùc Prestressing steel strand
C¸p treo Hanger cables
C¸p treo xiªn (cña hÖ d©y xiªn) Stay cable
C¸t Sand
C¸t gia cè xim¨ng Sand cement
C¸t bét Dusts sand
C¸t bïn l¬ löng Suspended muddy sand
C¸t chÆt Compacted sand
C¸t Èm Moisture sand
C¸t ­ít (®Ém n­íc) Wet sand
C¸t kh« Dry sand
C¸t pha Arenaceous
C«n thö ®é chÈy v÷a Flow cone
C«ng nghÖ kh« Dry process
C«ng son Suspender, bracket
C«ng t¸c hoµn thiÖn Finishing
C«ng t¸c kÐo c¨ng cèt thÐp Tensioning (tensioning operation)
C«ng t¸c ngoµi hiÖn tr­êng Field work
C«ng t¾c an toµn Safety switch
C«ng t¾c phao cho dÇu Float switch for oil

13. C«ng thøc gÇn ®óng Approximate formula
C«ng thøc pha trén bª t«ng Concrete proportioning
C«ng thøc tØ lÖ Rational formula
C«ng tr×nh Construction work
C«ng tr×nh chØnh dßng ch¶y Flow control works
C«ng tr×nh chØnh dßng s«ng River training works
C«ng tr×nh kü thuËt cao High tech work technique
C«ng tr×nh phô t¹m ®Ó thi c«ng Temporary construction
C«ng tr­êng Site
C«ng ty vËn t¶i, vËn chuyÓn Freight Forwarder
C©n ®ßn Beam-type scale
C©n b»ng bøc x¹ Radiation balance
C©n b»ng tÜnh häc Static equilibrum
C©n bµn Spring-less dial type scale
C¬ häc kÕt cÊu; Ph©n tÝch kÕt cÊu Structural analysis
C¬ häc lý thuyÕt Pure mechanics, Theorical mechanic
C¬ lanh ke Clinker
C¬ së s¬ cøu (Tr¹m y tÕ) First aid base
C¬ tuyÕn (®o¹n ®­êng th¼ng ®· ®o chiÒu dµi chÝnh
Base line
x¸c dïng trong tam gi¸c ®¹c)
C¬ tuyÕn chôp ¶nh hµng kh«ng Aerophoto base
C¾t ®Çu cäc Cut pile head
C¾t gät mÐp Trimming edge
C¾t thuÇn tóy Shear
C¾t thuÇn tóy Simple shear
C¹o gØ ®¸nh bãng tr­íc khi s¬n Prepaint cleaning
Cã d¹ng sîi Stranded type
Cã hai m¸i dèc double pitched
cã tÝnh xi m¨ng Cementitious
Cäc Pile
Cäc ®¬n Single pile
Cäc ®· ®ãng xong Driven pile
Cäc ®­êng kÝnh lín Large diameter pile
Cäc ®óc bª t«ng t¹i chç Cast-in-place concrete pile
Cäc ®óc s½n, cäc chÕ s½n Precast pile
Cäc bª t«ng Concrete pile
Cäc bª t«ng ®óc s½n Precast concrete pile
Cäc bª t«ng cèt thÐp dù øng lùc Prestressed concrete pile
Cäc c¸t Sand drain
Cäc c¸t ®Çm chÆt Sand compaction pile
Cäc cao ®é Grade stake
Cäc cÇu Bridge Marker
Cäc chèng Point-bearing pile
Cäc dÉn Driver pile
Cäc dÊu (cäc phô ®ãng xung quanh vÞ trÝ cña c¸c
cäc quan träng (nh­ cäc ®Ønh) cã t¸c dông cè ®Þnh Reference stake
vÞ trÝ cña c¸c cäc nµy)
Cäc dù øng lùc Prestressed pile
Cäc èng Pipe pile, hollow shell pile
Cäc èng thÐp Steel pipe pile, tubular steel pile
Cäc èng thÐp kh«ng lÊp lßng Unfilled tubular steel pile
Cäc èng thÐp nhåi bª t«ng lÊp lßng Concrete-filled pipe pile
Cäc khoan Bore pile
Cäc khoan Drilled shafts
Cäc khoan nhåi Bored cast-in-place pile
Cäc khoan nhåi Cast-in-situ concrete pile
Cäc khoan- nhåi Auger-cast piles
Cäc liªn hîp Composite pile
Cäc ma s¸t Friction pile
Cäc mèc Demarcation
Cäc mèc cho dèc Slope stake
Cäc nghiªng Batter pile
Cäc phô (cäc tim ®­îc ®ãng thªm gi÷a c¸c cäc chÝnh
ë nh÷ng chç thay ®æi h×nh d¹ng tuyÕn hoÆc ®Þa Additional stake
h×nh)
Cäc rçng ly t©m Hollow pile
Cäc tæ hîp thÐp Steel complex piles
Cäc thÐp Steel pile
Cäc thÐp h×nh H ... Steel H pile
Cäc thö Test pile
Cäc tho¸t n­íc cøng ®Çm chÆt Solid column by compaction
Cäc tiªu Sign post
Cäc tim (cäc hoÆc dÊu hiÖu cã ghi tªn cäc ®­îc c¾m
theo ®­êng tim ®Ó bthÞ vtrÝ vµ h×nh d¹ng cña ®­êng Center stake
tim)

14. Cäc v¸n Sheet pile wall,sheetpiling
Cäc v¸n, cäc v¸n thÐp Sheet pile
Cäc vËt liÖu cøng Packed drain
CÆn « xÝt ho¸ ®Çu hµn Weld head oxides
Cao ®¹c Leveling
Cao ®é Level
Cao ®é ®µo ®¾p Fill & Cut elevation
Cao ®é ®å ¸n Finish Grade
Cao ®é ®­êng ®á Profile grade line
Cao ®é ch©n cäc Pile bottom level
Cao ®é n­íc ngÇm Underground water level
Cao ®é tèi thiÓu cÇn thiÕt cña cÇu Minimum required bridge elevation
Cao ®é thiÕt kÕ Designed elevation
Cao ®é tù nhiªn, cao tr×nh mÆt ®Êt Ground elevation
Cao su Ruber
Cao tr×nh (cèt), mÆt ®Êt Ground
Carbon monoxide CO
CÇn ®«i/ cÇn ®¬n Double arm/single arm
CÇn ®o Measuring rod
CÇn cÈu Crane
The number of deck joints shall be kept to a
CÇn ph¶i gi¶m ®Õn møc tèi thiÓu sè l­îng khe co gi·n
practical minimum
CÇn trôc di ®éng / CÇn cÈu cæng Gantry crane
cÇn trôc têi Hoist for gantry crane
CÇu Bridge
CÇu ®­êng s¾t ®¬n Single-track railway bridge
CÇu liªn hîp Composite bridges
CÇu (cã ®­êng xe) ch¹y d­¬i Bottom road bridge
CÇu «-t«, cÇu ®­êng bé Road bridge
CÇu «-t«; CÇu ®­êng bé Highway bridge, road bridge
CÇu ®¸ stone bridge
CÇu ®ãng -më Opening bridge
CÇu ®­êng s¾t Railway bridge, rail bridge; railroad bridge
CÇu ®i bé Pedestrian bridge
CÇu ®i bé / CÇu bé hµnh Foot bridge
CÇu ®i chung(cho «-t« vµ tÇu ho¶) Combined bridge
CÇu ®i gi÷a Half through bridge
CÇu 1 ®­êng, CÇu ®­êng ®¬n Single-track bridge
CÇu 1 nhÞp ®¬n gi¶n Simple bridge
CÇu 2 ®­êng, CÇu ®­êng ®«i Double line bridge
CÇu b»ng nh«m Aluminum bridge
CÇu b¶n Slab bridge
CÇu b¶n liªn tôc cã 2 hai nhÞp b»ng nhau Two-equal spans continuos slab bridge
CÇu bª t«ng cét thÐp th­êng Renforced concrete bridge
CÇu bª t«ng cèt thÐp th­êng Reinforced concrete bridge
CÇu bª t«ng ph©n ®o¹n Segmental concrete bridge
CÇu c«ng t¸c Operating bridge
CÇu c«ng vô Service bridge
CÇu c¹n / CÇu cã trô cao Viaduct
CÇu c¹n, cÇu v­ît ®­êng Dry bridge
CÇu cã ®­êng xe ch¹y d­íi / CÇu ®i d­íi Through bridge
CÇu cã ®­êng xe ch¹y gi÷a ( CÇu ch¹y gi÷a) Half through bridge
CÇu cã ®­êng xe ch¹y trªn Top road bridge
CÇu cã ®­êng xe ch¹y trªn, CÇu ®i trªn Deck bridge
CÇu cã thu phÝ giao th«ng Toll bridge
CÇu cè ®Þnh Fixed bridge
CÇu cÊt; cÇu n©ng nhÊc Hoist bridge
CÇu ch× Fuse
CÇu cho ®­êng èng Pipe bridge
CÇu cho 2 hay nhiÒu lµn xe Bridge design for two or more traffic lanes
CÇu cho mét lµn xe Bridge design for one traffic lane
CÇu cho xe ch¹y Vehicular bridge
CÇu chui Underpass
CÇu chÝnh Main bridge
CÇu cò hiÖn cã Existing bridge
CÇu cong Bridge on curve
CÇu d©y v¨ng Cable stayed bridge
CÇu d©y xiªn Cable-stayed bridge
CÇu d©y xiªn Cable-stayed bridge
CÇu d©y xÝch Chain bridge
CÇu dµn cã ®­êng xe ch¹y d­íi Through truss bridge
CÇu dµn m¹ hë Open-Truss bridge

15. CÇu dµn thÐp Steel truss bridge
CÇu dao Knife switch = Circuit breaker = Interruptor
CÇu dao phô t¶i Disconnection switch /sub-switch
CÇu dÇm Beam bridge
CÇu dÇm b¶n Beam-slab bridges
CÇu dÇm b¶n Plate girder bridge
CÇu dÇm ghÐp b¶n Slab-stringer bridges
CÇu dÇm gi¶n ®¬n Simple supported beam bridge
CÇu dÇm hÉng Cantilever bridge
CÇu dÇm liªn hîp Composite beam bridge
CÇu dÇm liªn tôc Continuous beam bridge
CÇu dÇm thÐp Steel gider bridge
CÇu dèc Bridge on slope
CÇu dÉn Approach viaduct
CÇu di ®éng ( cÇu quay,cÇu nhÊc) Bascule bridge
CÇu di ®éng (®ãng-më) kiÓu tiÕn -lïi Pull-back draw bridge
CÇu di ®éng tr­ît Sliding bridge
CÇu di ®éng; cÇu quay Movable bridge
CÇu dù øng lùc kÐo sau ®óc bª t«ng t¹i chç Cast-in-place, posttensioned bridge
CÇu g¹ch-®¸ x©y Masonry bridge
CÇu gç Timber bridge
CÇu giµn Truss bridge
CÇu giµn m¾t c¸o ( cã nhiÒu thanh chÐo) Lattice bridge
CÇu hai lµn xe Two-lane bridge
CÇu hai tÇng Double deck bridge, Double-storey bridge
CÇu kh«ng chèt Hingeless bridge
CÇu khèi x©y Masonry bridge
CÇu khung Frame bridge
CÇu khung ch©n xiªn / CÇu cã trô nghiªng Portal bridge
CÇu khung cøng Rigid frame bridge
CÇu khung kiÓu n¹nh chèng; cÇu n¹nh chèng Strut-framed bridge
CÇu khung T cã chèt Rigid frame with hinges
CÇu l¾p ghÐp Fabricated bridge
Bridge composed of simple span precast
CÇu liªn tôc ®­îc ghÐp tõ c¸c dÇm gi¶n ®¬n ®óc s½n prestressed grider made continues
prefabriques
CÇu m¸ng Aqueduct
CÇu m¸ng (®·n n­íc) Water conduit bridge
CÇu më nhÊc 2 c¸nh Twin-leaf bascule bridge
CÇu mét lµn xe Single lane bridge
CÇu miÔn thu phÝ giao th«ng Toll-free bridge
CÇu n©ng ( theo ph­¬ng th¼ng ®øng) Lift bridge; Lifting bridge
CÇu n©ng-h¹ th¼ng ®øng Lifting bridge
CÇu n©ng-h¹ th¼ng ®øng Vertical lift bridge
CÇu nhiÒu nhÞp Multiple span bridge
CÇu nhÞp lín Long span bridge
CÇu nhÞp ng¾n Short span bridge designed in a manner
Bridges should be
CÇu ph¶i ®­îc thiÕt kÕ sao cho viÖc chÕ t¹o vµ l¾p
such that fabrication and erection can be
r¸p cã thÓ thùc hiÖn kh«ng qu¸ khã kh¨n hoÆc ph¸t sinh
performed without undue difficulty or distress
sù cè vµ c¸c øng lùc l¾p r¸p n»m trong giíi h¹n cho
and that locked-in construction force effects
phÐp
CÇu phao are within tolerable limits
Pontoon bridge
CÇu phao cã phÇn quay Pontoon swing bridge
CÇu phao, cÇu næi Bateau bridge
CÇu phao, CÇu næi Floating bridge
CÇu phô, cÇu t¹m thêi Auxiliary bridge
CÇu quay Pivot bridge
CÇu quay Swing bridge
CÇu quay Turnable bridge
CÇu quay Turning bridge
CÇu quay cÊt (quay nhÊc lªn) Leaf bridge
CÇu t¹m Emergency bridge Stairs
CÇu t¹m Temporary bridge
CÇu th«ng th­êng Conventional bridge
CÇu th¼ng Straight bridge
CÇu thÐp Steel bridge
CÇu trªn ®Ëp n­íc trµn Spillway bridge
CÇu treo d©y vâng Suspension bridge
CÇu treo d©y vâng Suspension bridges
CÇu treo d©y vâng kh«ng dÇm cøng Unstiffened suspension bridge
CÇu treo d©y vâng-dÇm cøng Stiffned suspension bridge
CÇu trung Medium span bridge
CÇu v­ît Flyover

16. CÇu v­ît Overpasse, Passage superieure
CÇu v­ît ®­êng s¾t Railway overpass
CÇu v­ît qua ®­êng s¾t Railway overpasse
CÇu võa cong võa chÐo Curved skewed bridge
CÇu vßm Arched bridge
CÇu vßm cã thanh c¨ng(vßm-dÇm kÕt hîp) Bowstring arch bridge
CÇu vßm hÉng Arched cantilerver bridge
CÇu vßm thÐp Steel arch bridge
CÇu x¶ lò Relief Bridge
CÇu xiªn Oblique bridge
CÇu xiªn, cÇu chÐo Skew bridge / skewed bridge
Cè kÕt Consolidation
Cè kÕt b»ng tho¸t n­íc th¼ng ®øng Consolidation by drainage of water
Cê lª Bolt tightening machine
Cèng Buse ...
Cèng , èng cèng Culvert
C­êng ®é Strength
C­êng ®é ®µn håi cña thÐp lóc kÐo Yield strength of reinforcement in tension
Yield strength of reinforcement in
C­êng ®é ®µn håi cña thÐp lóc nÐn
compression
C­êng ®é ®Æc tr­ng Characteristic strength
C­êng ®é bª t«ng thiÕt kÕ (kg/cm2) Concrete strength
C­êng ®é chèng vì Bursting strength
C­êng ®é chèng xuyªn thñng Puncture strength
C­êng ®é chÞu kÐo Tensile strength
C­êng ®é chÞu kÐo cña bª t«ng ë 28 ngµy Tensile strength at 28 days age
C­êng ®é chÞu kÐo cña lâi chÊt dÎo Tensile strength core
C­êng ®é chÞu kÐo cña vá läc Tensile strength filter
C­êng ®é chÞu kÐo giËt Grab tensile strength
C­êng ®é chÞu kÐo giíi h¹n, M«-dun ph¸ huû Modulus of rupture
C­êng ®é chÞu mái Fatigue strength
C­êng ®é chÞu nÐn ë 28 ngµy Compressive strength at 28 days age
C­êng ®é chÞu uèn Flexural strength
C­êng ®é chÞu xÐ Tear strength
C­êng ®é cùc h¹n Ultimate strength
C­êng ®é danh ®Þnh Nominal strength
C­êng ®é dÝnh b¸m Bond strength
C­êng ®é giao th«ng Traffic intensity
C­êng ®é kÐo chÎ Splitting tensile strength
C­êng ®é khèi vu«ng Cube strength
C­êng ®é l¨ng trô ( cña bª t«ng) Cylinder strength
C­êng ®é l­îng m­a Rainfall intensity
C­êng ®é nÐn (kg/cm2) Compressive strength
C­êng ®é thiÕt kÕ Design strength
C­êng ®é uèn trung b×nh cña bª t«ng Concrete average bending strength
Cèng b¸n ¸p Inlet submerged culvert
Cèng b¶n Slab culvert
Cèng bª t«ng cèt thÐp Reinforced concrete culvert
Cèng cã ¸p Outlet submerged culvert
Cèng chÐo, cèng xiªn Biais buse ...
Cèng hép Box culvert
Cèng hép bª t«ng cèt thÐp Reinforced concrete box culverts
Cèng kh«ng ¸p Inlet unsubmerged culvert
Cèng trßn Pile culvert
Cèng vßm Arch culvert
CÊp (cña bª t«ng, cña É) Grade
CÊp cña bª t«ng Class (of concrete)
CÊp cña bª t«ng Grade of concrete
CÊp cña cèt thÐp Grade of reinforcement
CÊp cña t¶i träng Class of loading
CÊp dù ¸n Project level
Cèp pha Falsework
CÊp phèi cèt liÖu Aggregate gradation
CÊp phèi chÆt Narrow grading
CÊp phèi h¹t Grading, Granulometry
CÊp phèi h¹t kh«ng liªn tôc Uncontinuous granlametry
CÊp phèi h¹t liªn tôc Continuous granulametry
CÊp phèi liªn tôc Continuous grading
CÊp sè Series
CÊp sè céng Arithmetric progression
Cét Column
Cèt ®ai dù øng lùc Prestressed tie
Cét ®iÖn ®¬n BTLT Electric pole-Centrifugal concrete, single

17. Cét ®Þa chÊt Boring log
Cét cã cèt ®ai vu«ng gãc víi trôc Lateral tied column
Cét cã cèt thÐp xo¾n èc Spiral reinforced column
Cét chèng Stanchion
Cét chÞu t¶i ®óng t©m Axially loaded column
Cét èng Pile column
Cét liªn hîp Composite column
Cèt liÖu Aggregate
Cèt liÖu (sái ®¸) Aggregate, crusher-run
Cèt liÖu ®¸ d¨m Crushed rock aggregate
Cèt liÖu ®· ®­îc ph©n cì h¹t artificially graded aggregate
Cèt liÖu c¸t-sái sand-gravel aggregate
Cèt liÖu cã cÊp phèi cã khe hë Gap-graded Aggregate
Cèt liÖu cã cÊp phèi chÆt Dinse-graded Aggregate
Cèt liÖu chÆt Dense aggregate
Cèt liÖu mÞn ( c¸t) Fine aggregate
Cèt liÖu nÆng Heavyweight aggregate
Cèt liÖu nhiÒu gãc c¹nh Angular aggregate
Cèt liÖu nhÑ Lightweight aggregate
Cèt liÖu qua m¸y nghiÒn Cursher-run aggregate
Cèt liÖu sái Rounded aggregate
Cèt liÖu th« ( ®¸, sái) Coarse Aggregate
Cèt liÖu th« cã nhiÒu gãc c¹nh Angular coarse aggregate
Cèt liÖu träng l­îng th«ng th­êng Normalweight Aggregate,
Cét m¶nh Slender column
Cét th¸p (cña hÖ treo) Pylone
Cèt thÐp ©m; cèt thÐp chÞu m« men ©m Negative reinforcement
Cèt thÐp ®· bÞ rØ Corroded reinforcement
Cèt thÐp ®¼ng h­íng Isotropic reinforcement
Cèt thÐp ®Æt theo vßng trßn / Cèt thÐp mãc Hoop reinforcement
Cèt thÐp ®ai Stirrup
Cèt thÐp ®ai Confinement reinforcement
Cèt thÐp ®ai (d¹ng thanh) Stirrup,link,lateral tie
Cèt thÐp ®ai cã gê Deformed tie bar
Cèt thÐp ®ai xo¾n vµ cèt thÐp ®ai Spiral and tie reinforcement
Cèt thÐp b»ng ray Rail-steel reinforcement
Cèt thÐp b¶n c¸nh Flange reinforcement
Cèt thÐp b¶n mÆt cÇu Slab reinforcement
Cèt thÐp bªn Lateral reinforcement
Cèt thÐp bªn d­íi (cña mÆt c¾t) Bottom reinforcement
Cèt thÐp bªn trªn (cña mÆt c¾t) Top reinforcement
Cèt thÐp c©n b»ng Balanced reinforcement
Cèt thÐp cã ®é dÝnh b¸m cao (cã gê)/Cèt thÐp v»n,
Deformed reinforcement
cèt thÐp cã gê
Cèt thÐp cã ®é tù chïng b×nh th­êng Medium relaxation steel
Cèt thÐp cã gê (cèt thÐp gai) Deformed bar, deformed reinforcement
Cèt thÐp cã s¬n phñ Coated bar
Cèt thÐp c­êng ®é cao High-strength reiforcement
Cèt thÐp chèng co ngãt Shrinkage reinforcement
Cèt thÐp chèng Ðp vì Spalling reinforcement
Cèt thÐp chèng nøt Crack-control reinforcement
Cèt thÐp chñ Principal reinforcement
Cèt thÐp chñ song song h­íng xe ch¹y Main reinforcement parallel to traffic
Cèt thÐp chñ vu«ng gãc h­íng xe ch¹y Main reinforcement perpendicular to traffic
Cèt thÐp chÞu c¾t Shear reinforcement
Cèt thÐp chÞu kÐo Tensile test machine
Cèt thÐp chÞu lùc në ngang Bursting reinforcement
Cèt thÐp chÞu nÐn Compression reinforcement
Cèt thÐp chÞu øng suÊt do nhiÖt ®é Temperature reinforcement
Cèt thÐp d­¬ng ( Cèt thÐp chÞu m« men d­¬ng) Positive reinforcement
Cèt thÐp däc Longgitudinal reinforcement
Cèt thÐp däc Longitudinal reinforcement
Cèt thÐp däc trôc Axle-steel reinforcement
Cèt thÐp dù øng lùc Prestressing steel, cable
Cèt thÐp dù øng lùc (c¸p hoÆc thanh) Tendon
Cèt thÐp dù øng lùc cã dÝnh b¸m víi bª t«ng Bonded tendon
Cèt thÐp dù øng lùc kh«ng dÝnh b¸m víi bª t«ng Unbonded tendon
Cèt thÐp dÝnh b¸m Bonded reinforcement
Cèt thÐp g¨m (®Ó truyÒn lùc c¾t tr­ît nh­ neo) Epingle Pin
Cèt thÐp gãc Corner reinforcement
Cèt thÐp gia c«ng nguéi Cold-worked steel reinforcement
Cèt thÐp hµn Welded reinforcement
Cèt thÐp lé ra ngoµi Exposed reinforcement