SlideShare une entreprise Scribd logo
1  sur  21
CIVIL ENGINEERING DEPARTMENT

         GEOENVIROMENTAL ENGINEERING

THE ADVANTAGES AND DISADVANTAGES OF SITE INVESTIGATION
         TOOLS AND EXPLORATORY TECHNIQUES




CN 301      PREPARED BY GROUP 4
GROUP MEMBER:
KARLOFF LUKIN
    07DKA10F2030
SABRI ARIP
    07DKA10F2050
GEORGE B. MAJUNTING
    07DKA10F2147
ABDUL MUHAIMIN B. INGGU
    07DKA10F2149
CN 301 – GEOENVIROMENTAL ENGINEERING




INTRODUCTION
CN 301 – GEOENVIROMENTAL ENGINEERING


              INTRODUCTION
   To describe the advantages and
    disadvantages of site investigation tools and
    exploratory techniques.
CN 301 – GEOENVIROMENTAL ENGINEERING




SITE INVESTIGATION
       TOOLS
CN 301 – GEOENVIROMENTAL ENGINEERING


              EARTH AUGER

        ADVANTAGES                 DISADVANTAGES

   Can be manually             Can reach to 109-
    turned, handheld             110dB. (noisy)
    device or powered
    by an electric motor
    or internal
    combustion engine.
CN 301 – GEOENVIROMENTAL ENGINEERING


cont.
CN 301 – GEOENVIROMENTAL ENGINEERING


                    BAILER

       ADVANTAGES              DISADVANTAGES

•   No power source      •   High maintenance
    needed portable.     •   Heavy
•   Inexpensive
CN 301 – GEOENVIROMENTAL ENGINEERING


cont.
CN 301 – GEOENVIROMENTAL ENGINEERING


       SPRING STEEL FINGERS

        ADVANTAGES                  DISADVANTAGES

   A finger like device        Any loose, sandy
    installed at the             sediments more
    bottom of the                difficult to retain in a
    aluminums core               core tube.
    tube called a core
    catcher prevents
    sediment from
    falling out of the
    tube.
CN 301 – GEOENVIROMENTAL ENGINEERING


cont.
CN 301 – GEOENVIROMENTAL ENGINEERING


        SPLIT SPOON SAMPLER

        ADVANTAGES                   DISADVANTAGES

•   Easy to obtain             •   High maintenance
    samples in
    unconsolidated             •   Need skill workers.
    materials above 100ft.
•   Produce vey good
    quality samples for
    both lithological
    description and
    chemical analysis.
•   Relatively efficient
    and inexpensive at
    shallow and
CN 301 – GEOENVIROMENTAL ENGINEERING


cont.
CN 301 – GEOENVIROMENTAL ENGINEERING




EXPLORATORY
 TECHNIQUE
CN 301 – GEOENVIROMENTAL ENGINEERING


             GRAB SAMPLING

        ADVANTAGES           DISADVANTAGES

•   Low cost           •   Depth limit: surface-
•   Quick                  0.5m
•   No access          •   Impractical in
    restrictions           difficult soil
•   Minimal soil           conditions
    disturbance        •   Care is required to
                           ensured the quality
                           of sample recovered
CN 301 – GEOENVIROMENTAL ENGINEERING
    HAND AUGER, SPLIT BARREL
            DEVICES
        ADVANTAGES            DISADVANTAGES

•   Low cost           •   Depth limit: 2-3 m (with
                           ease)
•   Quick              •   Impractical in difficult
                           soil conditions
•   No access
                       •   Care is required to
    restrictions           ensured the quality of
•   Minimal soil           sample recovered
                       •   Limited ability to
    disturbance            observe the nature of
                           the material
                       •   Labour intensive
CN 301 – GEOENVIROMENTAL ENGINEERING


                  TEST PITS

        ADVANTAGES                 DISADVANTAGES

•   Lower cost than         •   Extent of soil
                                disturbance,
    boreholes                   occupational exposure,
•   Relatively quick            compaction
•   Ability to make         •   Depth limit: 3-5m
                                depending on
    detailed                    excavator
    observations of the     •   Impractical in unstable
    strata                      soil conditions and hard
                                rock
•   Ability to recover      •   Not suitable for
    samples                     installing monitoring
                                bores due to
CN 301 – GEOENVIROMENTAL ENGINEERING


                     BOREHOLE

         ADVANTAGES                       DISADVANTAGES

•   Minor disturbance of soils     •   More expensive than
•   Limited occupational               other techniques
    exposure                       •   Limited ability to
•   Accurate recovery of               observe materials
    samples
                                   •   Air rotary rigs not
•   Ability to sample at depth         suitable for volatiles
•   Suitable for most ground
    conditions                     •   Can cause preferential
                                       pathways for
•   Can be used for installing
    groundwater and gas                contaminant migration,
    monitoring wells                   if not appropriately
                                       constructed
CN 301 – GEOENVIROMENTAL ENGINEERING




CONCLUSION
CN 301 – GEOENVIROMENTAL ENGINEERING


           CONCLUSION
Peralatan untuk penyiasatan tapak adalah
penting untuk mendapatkan data yang
diperlukan sebelum memulakan apa-apa
pembinaan. Peralatan masing-masing
mempunyai kelemahan dan kelebihan
tersendiri. Kesilapan tidak semestinya
daripada peranti tetapi ia juga daripada
kecuaian manusia.
The advantages and disadvantages of site investigation tools and exploratory technique

Contenu connexe

Tendances

Geophysical methods of soil/Foundation testing
Geophysical methods of soil/Foundation testing Geophysical methods of soil/Foundation testing
Geophysical methods of soil/Foundation testing Pirpasha Ujede
 
Soil exploration/Investigation method, purpose depth of exploration (Usefulse...
Soil exploration/Investigation method, purpose depth of exploration (Usefulse...Soil exploration/Investigation method, purpose depth of exploration (Usefulse...
Soil exploration/Investigation method, purpose depth of exploration (Usefulse...Make Mannan
 
Chapter 1.0 soil exploration
Chapter 1.0   soil explorationChapter 1.0   soil exploration
Chapter 1.0 soil explorationDYPCET
 
Cone Penetration Test
Cone Penetration TestCone Penetration Test
Cone Penetration TestMuftah Aljoat
 
SOIL EXPLORATION
SOIL EXPLORATIONSOIL EXPLORATION
SOIL EXPLORATIONserinsara
 
Soil Compaction - Civil Engineering
Soil Compaction - Civil EngineeringSoil Compaction - Civil Engineering
Soil Compaction - Civil EngineeringLatif Hyder Wadho
 
Introduction to geo tech
Introduction to geo techIntroduction to geo tech
Introduction to geo techNaveenHanchinal
 
Geotechnical Engineering-I [Lec #29: Soil Exploration - II]
Geotechnical Engineering-I [Lec #29: Soil Exploration - II]Geotechnical Engineering-I [Lec #29: Soil Exploration - II]
Geotechnical Engineering-I [Lec #29: Soil Exploration - II]Muhammad Irfan
 
Geotechnical Engineering-I [Lec #25: In-Situ Permeability]
Geotechnical Engineering-I [Lec #25: In-Situ Permeability]Geotechnical Engineering-I [Lec #25: In-Situ Permeability]
Geotechnical Engineering-I [Lec #25: In-Situ Permeability]Muhammad Irfan
 
Geotechnical Engineering-I [Lec #28: Soil Exploration]
Geotechnical Engineering-I [Lec #28: Soil Exploration]Geotechnical Engineering-I [Lec #28: Soil Exploration]
Geotechnical Engineering-I [Lec #28: Soil Exploration]Muhammad Irfan
 
Chapter 2 sub-surface investigation
Chapter 2 sub-surface investigationChapter 2 sub-surface investigation
Chapter 2 sub-surface investigationKHUSHBU SHAH
 
Standard Penetration Test & Liquid Limit,Plasticity Limit
Standard Penetration Test & Liquid Limit,Plasticity LimitStandard Penetration Test & Liquid Limit,Plasticity Limit
Standard Penetration Test & Liquid Limit,Plasticity Limitgurjapsinghsomal
 

Tendances (20)

Geophysical methods of soil/Foundation testing
Geophysical methods of soil/Foundation testing Geophysical methods of soil/Foundation testing
Geophysical methods of soil/Foundation testing
 
Methods of boring ppt
Methods of boring  pptMethods of boring  ppt
Methods of boring ppt
 
Soil investigation
Soil investigationSoil investigation
Soil investigation
 
Soil penetration tests
Soil penetration testsSoil penetration tests
Soil penetration tests
 
Subsurface Investigation
Subsurface InvestigationSubsurface Investigation
Subsurface Investigation
 
Soil exploration/Investigation method, purpose depth of exploration (Usefulse...
Soil exploration/Investigation method, purpose depth of exploration (Usefulse...Soil exploration/Investigation method, purpose depth of exploration (Usefulse...
Soil exploration/Investigation method, purpose depth of exploration (Usefulse...
 
Chapter 1.0 soil exploration
Chapter 1.0   soil explorationChapter 1.0   soil exploration
Chapter 1.0 soil exploration
 
Cone Penetration Test
Cone Penetration TestCone Penetration Test
Cone Penetration Test
 
SOIL EXPLORATION
SOIL EXPLORATIONSOIL EXPLORATION
SOIL EXPLORATION
 
Geotechnical Engineering
Geotechnical EngineeringGeotechnical Engineering
Geotechnical Engineering
 
Soil Compaction - Civil Engineering
Soil Compaction - Civil EngineeringSoil Compaction - Civil Engineering
Soil Compaction - Civil Engineering
 
Introduction to geo tech
Introduction to geo techIntroduction to geo tech
Introduction to geo tech
 
Geotechnical Engineering-I [Lec #29: Soil Exploration - II]
Geotechnical Engineering-I [Lec #29: Soil Exploration - II]Geotechnical Engineering-I [Lec #29: Soil Exploration - II]
Geotechnical Engineering-I [Lec #29: Soil Exploration - II]
 
Standard penetration test
Standard penetration testStandard penetration test
Standard penetration test
 
Lecture 6 soil permeability
Lecture 6 soil permeabilityLecture 6 soil permeability
Lecture 6 soil permeability
 
Geotechnical Engineering-I [Lec #25: In-Situ Permeability]
Geotechnical Engineering-I [Lec #25: In-Situ Permeability]Geotechnical Engineering-I [Lec #25: In-Situ Permeability]
Geotechnical Engineering-I [Lec #25: In-Situ Permeability]
 
Geotechnical Engineering-I [Lec #28: Soil Exploration]
Geotechnical Engineering-I [Lec #28: Soil Exploration]Geotechnical Engineering-I [Lec #28: Soil Exploration]
Geotechnical Engineering-I [Lec #28: Soil Exploration]
 
Chapter 2 sub-surface investigation
Chapter 2 sub-surface investigationChapter 2 sub-surface investigation
Chapter 2 sub-surface investigation
 
Standard Penetration Test & Liquid Limit,Plasticity Limit
Standard Penetration Test & Liquid Limit,Plasticity LimitStandard Penetration Test & Liquid Limit,Plasticity Limit
Standard Penetration Test & Liquid Limit,Plasticity Limit
 
Geotechnical investigation
Geotechnical investigationGeotechnical investigation
Geotechnical investigation
 

En vedette

site investigation
site investigationsite investigation
site investigationolvive1208
 
Site-investigation before construction of structure.
Site-investigation before construction of structure.Site-investigation before construction of structure.
Site-investigation before construction of structure.Pirpasha Ujede
 
Trial pit n borehole
Trial pit n boreholeTrial pit n borehole
Trial pit n boreholeFiQahh AmiNn
 
construction equipments
construction equipmentsconstruction equipments
construction equipmentssakshi_1609
 
Construction equipments - Introduction and Classification
Construction equipments - Introduction and ClassificationConstruction equipments - Introduction and Classification
Construction equipments - Introduction and ClassificationSagar Radadiya
 
Excavators: Power Shovel, Backhoe an Front Shovel (by Faisal VA and Karthik V)
Excavators: Power Shovel, Backhoe an Front Shovel (by Faisal VA and Karthik V)Excavators: Power Shovel, Backhoe an Front Shovel (by Faisal VA and Karthik V)
Excavators: Power Shovel, Backhoe an Front Shovel (by Faisal VA and Karthik V)Construction Tech. and Mgmt., VNIT Nagpur
 
Chapter 2 soil investigation
Chapter 2 soil investigationChapter 2 soil investigation
Chapter 2 soil investigationAmiRul AFiq
 
5. construction equipment Building Construction
5. construction equipment Building Construction5. construction equipment Building Construction
5. construction equipment Building ConstructionHamdija Velagic
 
Construction equipments
Construction equipmentsConstruction equipments
Construction equipmentsAshish Parihar
 
Block 23 Sampling - Theory 13
Block 23   Sampling - Theory 13Block 23   Sampling - Theory 13
Block 23 Sampling - Theory 13Chris Yarnell
 

En vedette (20)

site investigation
site investigationsite investigation
site investigation
 
Site-investigation before construction of structure.
Site-investigation before construction of structure.Site-investigation before construction of structure.
Site-investigation before construction of structure.
 
lecture2 site investigation
lecture2   site investigationlecture2   site investigation
lecture2 site investigation
 
Trial pit n borehole
Trial pit n boreholeTrial pit n borehole
Trial pit n borehole
 
Importance of soil investigation process
Importance of soil investigation processImportance of soil investigation process
Importance of soil investigation process
 
construction equipments
construction equipmentsconstruction equipments
construction equipments
 
Construction equipments - Introduction and Classification
Construction equipments - Introduction and ClassificationConstruction equipments - Introduction and Classification
Construction equipments - Introduction and Classification
 
Phytoremediation
PhytoremediationPhytoremediation
Phytoremediation
 
1442 site investigation 325
1442 site investigation 3251442 site investigation 325
1442 site investigation 325
 
Unit1 hbn
Unit1 hbnUnit1 hbn
Unit1 hbn
 
1.2.3.bulldozers
1.2.3.bulldozers1.2.3.bulldozers
1.2.3.bulldozers
 
Excavators: Power Shovel, Backhoe an Front Shovel (by Faisal VA and Karthik V)
Excavators: Power Shovel, Backhoe an Front Shovel (by Faisal VA and Karthik V)Excavators: Power Shovel, Backhoe an Front Shovel (by Faisal VA and Karthik V)
Excavators: Power Shovel, Backhoe an Front Shovel (by Faisal VA and Karthik V)
 
types of excavators
types of excavatorstypes of excavators
types of excavators
 
Soil comp.ppt
Soil comp.pptSoil comp.ppt
Soil comp.ppt
 
Chapter 2 soil investigation
Chapter 2 soil investigationChapter 2 soil investigation
Chapter 2 soil investigation
 
Geological Site Investigation Methods
Geological Site Investigation MethodsGeological Site Investigation Methods
Geological Site Investigation Methods
 
Types of excavating tools and machine
Types of excavating tools and machineTypes of excavating tools and machine
Types of excavating tools and machine
 
5. construction equipment Building Construction
5. construction equipment Building Construction5. construction equipment Building Construction
5. construction equipment Building Construction
 
Construction equipments
Construction equipmentsConstruction equipments
Construction equipments
 
Block 23 Sampling - Theory 13
Block 23   Sampling - Theory 13Block 23   Sampling - Theory 13
Block 23 Sampling - Theory 13
 

Similaire à The advantages and disadvantages of site investigation tools and exploratory technique

ROBOT AIDED TUNNEL INSPECTION AND MAINTENANCE SYSTEM
ROBOT AIDED TUNNEL INSPECTION AND MAINTENANCE SYSTEMROBOT AIDED TUNNEL INSPECTION AND MAINTENANCE SYSTEM
ROBOT AIDED TUNNEL INSPECTION AND MAINTENANCE SYSTEMVineeshkumar K V
 
tunnelling scope, construction techniques and necessity
tunnelling scope, construction techniques and necessitytunnelling scope, construction techniques and necessity
tunnelling scope, construction techniques and necessityShashank Gaurav
 
CHAP - 1 SOIL INVESTIGATION.ppt civil engineering
CHAP - 1 SOIL INVESTIGATION.ppt civil engineeringCHAP - 1 SOIL INVESTIGATION.ppt civil engineering
CHAP - 1 SOIL INVESTIGATION.ppt civil engineeringteseraaddis1
 
Presentation on surface investigation techniques for foundation
Presentation on surface investigation techniques  for foundationPresentation on surface investigation techniques  for foundation
Presentation on surface investigation techniques for foundationashishcivil098
 
GTL Oil & Gas Supplement
GTL Oil & Gas SupplementGTL Oil & Gas Supplement
GTL Oil & Gas Supplementgavinrixon
 
Shell Day Unconventional Gas Footprint Reduction Challenge
Shell Day Unconventional Gas Footprint Reduction ChallengeShell Day Unconventional Gas Footprint Reduction Challenge
Shell Day Unconventional Gas Footprint Reduction Challengeakhilp2011
 
Non destructive test in concrete in building construction architecture
Non destructive test in concrete in building construction architectureNon destructive test in concrete in building construction architecture
Non destructive test in concrete in building construction architectureAditya Sanyal
 
In-situ testing to verify ground improvement
In-situ testing to verify ground improvementIn-situ testing to verify ground improvement
In-situ testing to verify ground improvementInfocengrs63
 
Integrated Geophysical Approach for Rapid & Cost Effective Site Investigation...
Integrated Geophysical Approach for Rapid & Cost Effective Site Investigation...Integrated Geophysical Approach for Rapid & Cost Effective Site Investigation...
Integrated Geophysical Approach for Rapid & Cost Effective Site Investigation...IEI GSC
 
GI For Tunnel Projects
GI For Tunnel ProjectsGI For Tunnel Projects
GI For Tunnel ProjectsKeith Kong
 
International Journal of Engineering Research and Development
International Journal of Engineering Research and DevelopmentInternational Journal of Engineering Research and Development
International Journal of Engineering Research and DevelopmentIJERD Editor
 
Zetica Ltd All Services Brochure
Zetica Ltd All Services BrochureZetica Ltd All Services Brochure
Zetica Ltd All Services Brochurejonburman
 
Zetica Ltd All Services Brochure
Zetica Ltd All Services BrochureZetica Ltd All Services Brochure
Zetica Ltd All Services Brochurescottslingsby
 
EVALUATION OF VIBRATION LIMITS
EVALUATION OF VIBRATION LIMITSEVALUATION OF VIBRATION LIMITS
EVALUATION OF VIBRATION LIMITSGhassanAboodHabeeb
 
CFA and DD Piles in Earthquake Country - DM Holloway - SEAOSC Seminar - Long...
CFA and DD Piles in Earthquake Country  - DM Holloway - SEAOSC Seminar - Long...CFA and DD Piles in Earthquake Country  - DM Holloway - SEAOSC Seminar - Long...
CFA and DD Piles in Earthquake Country - DM Holloway - SEAOSC Seminar - Long...Dan Brown and Associates, PC
 
OFFSHORE GEOTECHNICAL INTRODUCTION
OFFSHORE GEOTECHNICAL INTRODUCTIONOFFSHORE GEOTECHNICAL INTRODUCTION
OFFSHORE GEOTECHNICAL INTRODUCTIONNardipta Pratama
 
Brochure - Slim Boring 2016
Brochure - Slim Boring 2016Brochure - Slim Boring 2016
Brochure - Slim Boring 2016Master Drilling
 

Similaire à The advantages and disadvantages of site investigation tools and exploratory technique (20)

ROBOT AIDED TUNNEL INSPECTION AND MAINTENANCE SYSTEM
ROBOT AIDED TUNNEL INSPECTION AND MAINTENANCE SYSTEMROBOT AIDED TUNNEL INSPECTION AND MAINTENANCE SYSTEM
ROBOT AIDED TUNNEL INSPECTION AND MAINTENANCE SYSTEM
 
tunnelling scope, construction techniques and necessity
tunnelling scope, construction techniques and necessitytunnelling scope, construction techniques and necessity
tunnelling scope, construction techniques and necessity
 
CHAP - 1 SOIL INVESTIGATION.ppt civil engineering
CHAP - 1 SOIL INVESTIGATION.ppt civil engineeringCHAP - 1 SOIL INVESTIGATION.ppt civil engineering
CHAP - 1 SOIL INVESTIGATION.ppt civil engineering
 
Presentation on surface investigation techniques for foundation
Presentation on surface investigation techniques  for foundationPresentation on surface investigation techniques  for foundation
Presentation on surface investigation techniques for foundation
 
GTL Oil & Gas Supplement
GTL Oil & Gas SupplementGTL Oil & Gas Supplement
GTL Oil & Gas Supplement
 
Shell Day Unconventional Gas Footprint Reduction Challenge
Shell Day Unconventional Gas Footprint Reduction ChallengeShell Day Unconventional Gas Footprint Reduction Challenge
Shell Day Unconventional Gas Footprint Reduction Challenge
 
Non destructive test in concrete in building construction architecture
Non destructive test in concrete in building construction architectureNon destructive test in concrete in building construction architecture
Non destructive test in concrete in building construction architecture
 
Trenchless technology
Trenchless technologyTrenchless technology
Trenchless technology
 
In-situ testing to verify ground improvement
In-situ testing to verify ground improvementIn-situ testing to verify ground improvement
In-situ testing to verify ground improvement
 
Integrated Geophysical Approach for Rapid & Cost Effective Site Investigation...
Integrated Geophysical Approach for Rapid & Cost Effective Site Investigation...Integrated Geophysical Approach for Rapid & Cost Effective Site Investigation...
Integrated Geophysical Approach for Rapid & Cost Effective Site Investigation...
 
Soil Exploration
Soil ExplorationSoil Exploration
Soil Exploration
 
GI For Tunnel Projects
GI For Tunnel ProjectsGI For Tunnel Projects
GI For Tunnel Projects
 
International Journal of Engineering Research and Development
International Journal of Engineering Research and DevelopmentInternational Journal of Engineering Research and Development
International Journal of Engineering Research and Development
 
TRENCHLESS TECHNOLOGY
TRENCHLESS TECHNOLOGYTRENCHLESS TECHNOLOGY
TRENCHLESS TECHNOLOGY
 
Zetica Ltd All Services Brochure
Zetica Ltd All Services BrochureZetica Ltd All Services Brochure
Zetica Ltd All Services Brochure
 
Zetica Ltd All Services Brochure
Zetica Ltd All Services BrochureZetica Ltd All Services Brochure
Zetica Ltd All Services Brochure
 
EVALUATION OF VIBRATION LIMITS
EVALUATION OF VIBRATION LIMITSEVALUATION OF VIBRATION LIMITS
EVALUATION OF VIBRATION LIMITS
 
CFA and DD Piles in Earthquake Country - DM Holloway - SEAOSC Seminar - Long...
CFA and DD Piles in Earthquake Country  - DM Holloway - SEAOSC Seminar - Long...CFA and DD Piles in Earthquake Country  - DM Holloway - SEAOSC Seminar - Long...
CFA and DD Piles in Earthquake Country - DM Holloway - SEAOSC Seminar - Long...
 
OFFSHORE GEOTECHNICAL INTRODUCTION
OFFSHORE GEOTECHNICAL INTRODUCTIONOFFSHORE GEOTECHNICAL INTRODUCTION
OFFSHORE GEOTECHNICAL INTRODUCTION
 
Brochure - Slim Boring 2016
Brochure - Slim Boring 2016Brochure - Slim Boring 2016
Brochure - Slim Boring 2016
 

The advantages and disadvantages of site investigation tools and exploratory technique

  • 1. CIVIL ENGINEERING DEPARTMENT GEOENVIROMENTAL ENGINEERING THE ADVANTAGES AND DISADVANTAGES OF SITE INVESTIGATION TOOLS AND EXPLORATORY TECHNIQUES CN 301 PREPARED BY GROUP 4
  • 2. GROUP MEMBER: KARLOFF LUKIN 07DKA10F2030 SABRI ARIP 07DKA10F2050 GEORGE B. MAJUNTING 07DKA10F2147 ABDUL MUHAIMIN B. INGGU 07DKA10F2149
  • 3. CN 301 – GEOENVIROMENTAL ENGINEERING INTRODUCTION
  • 4. CN 301 – GEOENVIROMENTAL ENGINEERING INTRODUCTION  To describe the advantages and disadvantages of site investigation tools and exploratory techniques.
  • 5. CN 301 – GEOENVIROMENTAL ENGINEERING SITE INVESTIGATION TOOLS
  • 6. CN 301 – GEOENVIROMENTAL ENGINEERING EARTH AUGER ADVANTAGES DISADVANTAGES  Can be manually  Can reach to 109- turned, handheld 110dB. (noisy) device or powered by an electric motor or internal combustion engine.
  • 7. CN 301 – GEOENVIROMENTAL ENGINEERING cont.
  • 8. CN 301 – GEOENVIROMENTAL ENGINEERING BAILER ADVANTAGES DISADVANTAGES • No power source • High maintenance needed portable. • Heavy • Inexpensive
  • 9. CN 301 – GEOENVIROMENTAL ENGINEERING cont.
  • 10. CN 301 – GEOENVIROMENTAL ENGINEERING SPRING STEEL FINGERS ADVANTAGES DISADVANTAGES  A finger like device  Any loose, sandy installed at the sediments more bottom of the difficult to retain in a aluminums core core tube. tube called a core catcher prevents sediment from falling out of the tube.
  • 11. CN 301 – GEOENVIROMENTAL ENGINEERING cont.
  • 12. CN 301 – GEOENVIROMENTAL ENGINEERING SPLIT SPOON SAMPLER ADVANTAGES DISADVANTAGES • Easy to obtain • High maintenance samples in unconsolidated • Need skill workers. materials above 100ft. • Produce vey good quality samples for both lithological description and chemical analysis. • Relatively efficient and inexpensive at shallow and
  • 13. CN 301 – GEOENVIROMENTAL ENGINEERING cont.
  • 14. CN 301 – GEOENVIROMENTAL ENGINEERING EXPLORATORY TECHNIQUE
  • 15. CN 301 – GEOENVIROMENTAL ENGINEERING GRAB SAMPLING ADVANTAGES DISADVANTAGES • Low cost • Depth limit: surface- • Quick 0.5m • No access • Impractical in restrictions difficult soil • Minimal soil conditions disturbance • Care is required to ensured the quality of sample recovered
  • 16. CN 301 – GEOENVIROMENTAL ENGINEERING HAND AUGER, SPLIT BARREL DEVICES ADVANTAGES DISADVANTAGES • Low cost • Depth limit: 2-3 m (with ease) • Quick • Impractical in difficult soil conditions • No access • Care is required to restrictions ensured the quality of • Minimal soil sample recovered • Limited ability to disturbance observe the nature of the material • Labour intensive
  • 17. CN 301 – GEOENVIROMENTAL ENGINEERING TEST PITS ADVANTAGES DISADVANTAGES • Lower cost than • Extent of soil disturbance, boreholes occupational exposure, • Relatively quick compaction • Ability to make • Depth limit: 3-5m depending on detailed excavator observations of the • Impractical in unstable strata soil conditions and hard rock • Ability to recover • Not suitable for samples installing monitoring bores due to
  • 18. CN 301 – GEOENVIROMENTAL ENGINEERING BOREHOLE ADVANTAGES DISADVANTAGES • Minor disturbance of soils • More expensive than • Limited occupational other techniques exposure • Limited ability to • Accurate recovery of observe materials samples • Air rotary rigs not • Ability to sample at depth suitable for volatiles • Suitable for most ground conditions • Can cause preferential pathways for • Can be used for installing groundwater and gas contaminant migration, monitoring wells if not appropriately constructed
  • 19. CN 301 – GEOENVIROMENTAL ENGINEERING CONCLUSION
  • 20. CN 301 – GEOENVIROMENTAL ENGINEERING CONCLUSION Peralatan untuk penyiasatan tapak adalah penting untuk mendapatkan data yang diperlukan sebelum memulakan apa-apa pembinaan. Peralatan masing-masing mempunyai kelemahan dan kelebihan tersendiri. Kesilapan tidak semestinya daripada peranti tetapi ia juga daripada kecuaian manusia.