SlideShare a Scribd company logo
1 of 12
Download to read offline
Introduction
Soil Mechanics & Hydraulics Laboratory, Karachi was established in 1956 by
U.S AID (I.C.A. AID) (U.S.Bureau of reclamation Colorado) (U.S.A).
This laboratory is fully equipped with relevant Scientific Instrument regarding
SOIL MECHANICS FIELD.
This Laboratory has taken part many Development works in PAKISTAN as well as
Soil Mechanics & Hydraulics Laboratories Synchronize with Three Government Laboratories
and Recognized Engineering Universities.
Soil Mechanics & Hydraulics Laboratories being a part of US Aid & UNDP.
Also participate with Benazir Income Support Program, Government Organizations & NGO’s
We are equipped with High Qualified Geotechnical Engineers, Technicians and Laboratory
Staff involving 54 active Employees.
At presently this Laboratory is working for Public sector as well as private sector.
Following Public sector Departments are particularly assigns their projects to this
1. Irrigation Department work for Guddu ,Sukkar & Kotri Barrages.
2. The N.H.A.
3. The M.E.S.
4. Educational Institutions / Universities.
5. The N.L.C/The F.W.O
6. The City Government
7. Pak P.W.D.
8. Geolog
9. TCF(The Citizen Foundation & HALCROW
Apart from this mostly Private Sectors / BUILDERS assigns their Projects to this
Laboratory.
GEO-TECHNICAL INVESTIGATION
Geotechnical Investigations:
• Take a part on Projects of Geotechnical and soil investigation for Irrigation department
(Govt of Sindh).
• Soil investigation for buildings, towers and road projects. Field work mainly consists of
drilling and field testing. Drilling is carried out either by rotary- wash method or
percussion method.
• Collection of soil and water samples.
• Field testing including standard penetration test, pressure meter test, , packer test,
field permeability test, field density test, field CBR test.
• Pile works: We also provide the Services for Execution of bored cast in situ piles of 16”, 22”,
26”, 30” &36” diameter. Working includes boring of holes , fabrication of reinforcement cage,
preparation and pouring of concrete
Extraction of Cores:
• Extraction of Concrete Cores and Testing
• Extraction of Asphalt Cores and Testing
Laboratory Tests & Reporting
As per Standard ASTM and AASHTO
• Compressive Strength of Cube,Cylinder,Bricks,Pavers Tiles etc
• Hammer Test
• Core Cutting
• FDT(Field Density Test)
Soil Testing & Investigation
• Grain Size Analysis (sieve analysis and hydrometer test) as per
• Natural Moisture Content
• Bulk Density/Dry Density
• Liquid & Plastic Limit
• Specific Gravity
• Direct Shear
• Unconfined Compression Test
• Consolidation Test
• Permeability Test
• Standard and Modified Proctor Tests
• Soaked and UnSoaked CBR
• Three Point CBR
• Organic Matter Content
Water Testing As per Standard ASTM and AASHTO & APHA
• Water Testing by using Standards
• For PH, TDS, Sulphate & Chloride
• Carbonate and Bicarbonate
Cement Testing
• Cement Consistency
• Initial and Final Setting Times
• Compressive Strength
• Preparation of Sample
Steel Testing
• Tensile Strength of Steel Bar
• Elongation %
• Unit Weight
ASPHALT/BITUMEN SECTION
• Asphalt mixed design
• Ext. Gradation
• Marshal Stability cake & testing
• Sp. Gravity of bitumen
• Flash point of bitumen
• Penetration test
• Ductility test
• Stripping & Coating of bitumen
• Determination of core compaction ( sample supplied by client)
Aggregate Testing
• Gradation Analysis
• Maximum and Minimum Density of Sand
• Dry Density
• Fineness Modulus of Sand
• OrganicMatterContent
• Sodium Sulphate Soundness-
• Crushing Value
• ImpactValueD5874 - 16
• Los Angeles Abrasion test
• 10%FineValue
• Absorption Test
• Specified Gravity
• Flakiness Index
• Elongation
Instrument Calibration:
Dial Indicator, Pressure gauges, Compressive strength Machine, CBR, Marshall Machines, Oven, Speedy
Moisture tester, Weight balance & Hydraulic Jack etc.
GEOPHYSICAL SURVEY
Geophysical survey is ground-based physical sensing techniques used for minerals, water well,
archaeological imaging and mapping. We are providing Electrical Resistivity Survey, Gravity,
Magnetic and Induced Potential for identification of mineral’s and groundwater.
Application of Geophysical survey:
• Mapping of Groundwater Resources
• Aquifer Identification and quality
• Bedrock Profiling
• Soil Conductivity Mapping
• Rock Fracture Detection Mapping
• Cavity Detection
Electrical Resistivity Survey
Through Electrical resistivity we can measure the electrical properties of the subsurface. Most
soils and non-ore bearing rocks are electrically resistive. Soil moisture and ground water are
often electrically conductive due to contained dissolved minerals.
Therefore the resistivity measured in the ground is predominantly controlled by the amount of
moisture and water within the soil and rock, and the concentration of dissolved solids in that water.
Director
Deputy Director Deputy Director (Hyderabad)
(Soil Mechanics Hydraulics Laboratory, Karachi)
Assistant Director
Research Officer Research Officer
JRO JRO
ARO ARO
ADDRESSES
Soil Mechanics & Hydraulics Laboratory Karachi
Baloch Colony ,Off Shahra-e-Faisal
Adjacent PAF Chapter City School,Karachi
Ph# 021-34533821
smhlaboratory@gmail.com,
www.smhlab.com
SMHL profile
SMHL profile
SMHL profile

More Related Content

What's hot

Sampling techniques for mineral deposit
Sampling techniques for mineral depositSampling techniques for mineral deposit
Sampling techniques for mineral depositPramoda Raj
 
The effect of solids on the behaviour of the downcomer of a jameson cell
The effect of solids on the behaviour of the downcomer of a jameson cellThe effect of solids on the behaviour of the downcomer of a jameson cell
The effect of solids on the behaviour of the downcomer of a jameson celleSAT Journals
 
Soil mechanics report 2 copy
Soil mechanics report 2   copySoil mechanics report 2   copy
Soil mechanics report 2 copyKNUST
 
Routine core analysis and special core analysis
Routine core analysis and special core analysisRoutine core analysis and special core analysis
Routine core analysis and special core analysisShujaSamejo
 
Plastic viscosity(mud properties test)
Plastic viscosity(mud properties test)Plastic viscosity(mud properties test)
Plastic viscosity(mud properties test)Bakhtiar Mahmood
 
Clay Migration in Proppant during Production in Argillaceous Unconsolidated R...
Clay Migration in Proppant during Production in Argillaceous Unconsolidated R...Clay Migration in Proppant during Production in Argillaceous Unconsolidated R...
Clay Migration in Proppant during Production in Argillaceous Unconsolidated R...CrimsonPublishersAMMS
 
The significance of Surface Logging For The Formation Evaluation Advance Surf...
The significance of Surface Logging For The Formation Evaluation Advance Surf...The significance of Surface Logging For The Formation Evaluation Advance Surf...
The significance of Surface Logging For The Formation Evaluation Advance Surf...Evangelos Siskos
 
Unified training-part-b
Unified training-part-bUnified training-part-b
Unified training-part-bZakee Kazmee
 
Special core analysis
Special core analysisSpecial core analysis
Special core analysisWajid09
 
A2 María Sigríður Guðjónsdóttir Assessing relative permeabilities in geotherm...
A2 María Sigríður Guðjónsdóttir Assessing relative permeabilities in geotherm...A2 María Sigríður Guðjónsdóttir Assessing relative permeabilities in geotherm...
A2 María Sigríður Guðjónsdóttir Assessing relative permeabilities in geotherm...GEORG Geothermal Workshop 2016
 
Class 1 Moisture Content - Specific Gravity ( Geotechnical Engineering )
Class 1  Moisture Content - Specific Gravity ( Geotechnical Engineering )Class 1  Moisture Content - Specific Gravity ( Geotechnical Engineering )
Class 1 Moisture Content - Specific Gravity ( Geotechnical Engineering )Hossam Shafiq I
 
Prediction of compaction charecteristics of soil using plastic limit
Prediction of compaction charecteristics of soil using plastic limitPrediction of compaction charecteristics of soil using plastic limit
Prediction of compaction charecteristics of soil using plastic limiteSAT Journals
 

What's hot (20)

Sampling techniques for mineral deposit
Sampling techniques for mineral depositSampling techniques for mineral deposit
Sampling techniques for mineral deposit
 
Helum porosty meter
Helum porosty meterHelum porosty meter
Helum porosty meter
 
SAMPLING IN GEOLOGY
SAMPLING IN GEOLOGYSAMPLING IN GEOLOGY
SAMPLING IN GEOLOGY
 
The effect of solids on the behaviour of the downcomer of a jameson cell
The effect of solids on the behaviour of the downcomer of a jameson cellThe effect of solids on the behaviour of the downcomer of a jameson cell
The effect of solids on the behaviour of the downcomer of a jameson cell
 
Work Sample
Work SampleWork Sample
Work Sample
 
Fann VG meter
Fann VG meter Fann VG meter
Fann VG meter
 
Soil mechanics report 2 copy
Soil mechanics report 2   copySoil mechanics report 2   copy
Soil mechanics report 2 copy
 
How to read a well log_Hughbert Collier
How to read a well log_Hughbert CollierHow to read a well log_Hughbert Collier
How to read a well log_Hughbert Collier
 
J05625254
J05625254J05625254
J05625254
 
Routine core analysis and special core analysis
Routine core analysis and special core analysisRoutine core analysis and special core analysis
Routine core analysis and special core analysis
 
A STUDY ON THE FRESH PROPERTIES OF SCC WITH FLY ASH
A STUDY ON THE FRESH PROPERTIES OF SCC WITH FLY ASHA STUDY ON THE FRESH PROPERTIES OF SCC WITH FLY ASH
A STUDY ON THE FRESH PROPERTIES OF SCC WITH FLY ASH
 
Plastic viscosity(mud properties test)
Plastic viscosity(mud properties test)Plastic viscosity(mud properties test)
Plastic viscosity(mud properties test)
 
Clay Migration in Proppant during Production in Argillaceous Unconsolidated R...
Clay Migration in Proppant during Production in Argillaceous Unconsolidated R...Clay Migration in Proppant during Production in Argillaceous Unconsolidated R...
Clay Migration in Proppant during Production in Argillaceous Unconsolidated R...
 
The significance of Surface Logging For The Formation Evaluation Advance Surf...
The significance of Surface Logging For The Formation Evaluation Advance Surf...The significance of Surface Logging For The Formation Evaluation Advance Surf...
The significance of Surface Logging For The Formation Evaluation Advance Surf...
 
Unified training-part-b
Unified training-part-bUnified training-part-b
Unified training-part-b
 
Core plugging test
Core plugging testCore plugging test
Core plugging test
 
Special core analysis
Special core analysisSpecial core analysis
Special core analysis
 
A2 María Sigríður Guðjónsdóttir Assessing relative permeabilities in geotherm...
A2 María Sigríður Guðjónsdóttir Assessing relative permeabilities in geotherm...A2 María Sigríður Guðjónsdóttir Assessing relative permeabilities in geotherm...
A2 María Sigríður Guðjónsdóttir Assessing relative permeabilities in geotherm...
 
Class 1 Moisture Content - Specific Gravity ( Geotechnical Engineering )
Class 1  Moisture Content - Specific Gravity ( Geotechnical Engineering )Class 1  Moisture Content - Specific Gravity ( Geotechnical Engineering )
Class 1 Moisture Content - Specific Gravity ( Geotechnical Engineering )
 
Prediction of compaction charecteristics of soil using plastic limit
Prediction of compaction charecteristics of soil using plastic limitPrediction of compaction charecteristics of soil using plastic limit
Prediction of compaction charecteristics of soil using plastic limit
 

Viewers also liked

саясатова сания автомойка-решение
саясатова сания автомойка-решениесаясатова сания автомойка-решение
саясатова сания автомойка-решениеSaniya Sayasatova
 
Big Data and UMG (Art and Science of Management) Dropbox
Big Data and UMG (Art and Science of Management) DropboxBig Data and UMG (Art and Science of Management) Dropbox
Big Data and UMG (Art and Science of Management) DropboxSeb Sear
 
Computer graphics
Computer graphics Computer graphics
Computer graphics shafiq sangi
 
Camden Council (Design Group Project) Dropbox
Camden Council (Design Group Project) DropboxCamden Council (Design Group Project) Dropbox
Camden Council (Design Group Project) DropboxSeb Sear
 
TSP algorithm (Computational Thinking) Dropbox
TSP algorithm (Computational Thinking) DropboxTSP algorithm (Computational Thinking) Dropbox
TSP algorithm (Computational Thinking) DropboxSeb Sear
 
2230 fomina natalia - memo tickets - des509-magee j-crit-03
2230  fomina natalia - memo tickets - des509-magee j-crit-032230  fomina natalia - memo tickets - des509-magee j-crit-03
2230 fomina natalia - memo tickets - des509-magee j-crit-03Natalia Fomina
 
2230 Fomina Natalia - Memo Ticket - DES509-Magee j-crit-02
2230  Fomina Natalia - Memo Ticket - DES509-Magee j-crit-022230  Fomina Natalia - Memo Ticket - DES509-Magee j-crit-02
2230 Fomina Natalia - Memo Ticket - DES509-Magee j-crit-02Natalia Fomina
 
Citrix Systems and Design Thinking (Design Individual Project) Dropbox
Citrix Systems and Design Thinking (Design Individual Project) DropboxCitrix Systems and Design Thinking (Design Individual Project) Dropbox
Citrix Systems and Design Thinking (Design Individual Project) DropboxSeb Sear
 
Engineering geophysical study of unconsolidated top soil using shallow seismi...
Engineering geophysical study of unconsolidated top soil using shallow seismi...Engineering geophysical study of unconsolidated top soil using shallow seismi...
Engineering geophysical study of unconsolidated top soil using shallow seismi...Alexander Decker
 
Statistical Relation Between Seismic Velocity and Resistivity
Statistical Relation Between Seismic Velocity and ResistivityStatistical Relation Between Seismic Velocity and Resistivity
Statistical Relation Between Seismic Velocity and ResistivityAli Osman Öncel
 
Ground water studies
Ground water studiesGround water studies
Ground water studiesGEOLOGY
 
Seismic Capacity Assessment of Sanyi Old Railway Tunnel
Seismic Capacity Assessment of Sanyi Old Railway TunnelSeismic Capacity Assessment of Sanyi Old Railway Tunnel
Seismic Capacity Assessment of Sanyi Old Railway TunnelCes Nit Silchar
 
Summary of DART Geophysical Methodology 100111
Summary of DART Geophysical Methodology 100111Summary of DART Geophysical Methodology 100111
Summary of DART Geophysical Methodology 100111DART Project
 
Ground Geophysical Survey
Ground Geophysical SurveyGround Geophysical Survey
Ground Geophysical SurveyOmary Issa
 
Product Plan - LG TV
Product Plan - LG TV Product Plan - LG TV
Product Plan - LG TV Seb Sear
 
Geophysics for Geotechnical Engineers
Geophysics for Geotechnical EngineersGeophysics for Geotechnical Engineers
Geophysics for Geotechnical EngineersRamanuja Chari Kannan
 
Week 2 geophysical survey
Week 2   geophysical surveyWeek 2   geophysical survey
Week 2 geophysical surveytierah89
 

Viewers also liked (20)

Programs of java
Programs of javaPrograms of java
Programs of java
 
саясатова сания автомойка-решение
саясатова сания автомойка-решениесаясатова сания автомойка-решение
саясатова сания автомойка-решение
 
Big Data and UMG (Art and Science of Management) Dropbox
Big Data and UMG (Art and Science of Management) DropboxBig Data and UMG (Art and Science of Management) Dropbox
Big Data and UMG (Art and Science of Management) Dropbox
 
Computer graphics
Computer graphics Computer graphics
Computer graphics
 
Camden Council (Design Group Project) Dropbox
Camden Council (Design Group Project) DropboxCamden Council (Design Group Project) Dropbox
Camden Council (Design Group Project) Dropbox
 
TSP algorithm (Computational Thinking) Dropbox
TSP algorithm (Computational Thinking) DropboxTSP algorithm (Computational Thinking) Dropbox
TSP algorithm (Computational Thinking) Dropbox
 
2230 fomina natalia - memo tickets - des509-magee j-crit-03
2230  fomina natalia - memo tickets - des509-magee j-crit-032230  fomina natalia - memo tickets - des509-magee j-crit-03
2230 fomina natalia - memo tickets - des509-magee j-crit-03
 
2230 Fomina Natalia - Memo Ticket - DES509-Magee j-crit-02
2230  Fomina Natalia - Memo Ticket - DES509-Magee j-crit-022230  Fomina Natalia - Memo Ticket - DES509-Magee j-crit-02
2230 Fomina Natalia - Memo Ticket - DES509-Magee j-crit-02
 
Citrix Systems and Design Thinking (Design Individual Project) Dropbox
Citrix Systems and Design Thinking (Design Individual Project) DropboxCitrix Systems and Design Thinking (Design Individual Project) Dropbox
Citrix Systems and Design Thinking (Design Individual Project) Dropbox
 
Engineering geophysical study of unconsolidated top soil using shallow seismi...
Engineering geophysical study of unconsolidated top soil using shallow seismi...Engineering geophysical study of unconsolidated top soil using shallow seismi...
Engineering geophysical study of unconsolidated top soil using shallow seismi...
 
Statistical Relation Between Seismic Velocity and Resistivity
Statistical Relation Between Seismic Velocity and ResistivityStatistical Relation Between Seismic Velocity and Resistivity
Statistical Relation Between Seismic Velocity and Resistivity
 
Ground water studies
Ground water studiesGround water studies
Ground water studies
 
Seismic Capacity Assessment of Sanyi Old Railway Tunnel
Seismic Capacity Assessment of Sanyi Old Railway TunnelSeismic Capacity Assessment of Sanyi Old Railway Tunnel
Seismic Capacity Assessment of Sanyi Old Railway Tunnel
 
Summary of DART Geophysical Methodology 100111
Summary of DART Geophysical Methodology 100111Summary of DART Geophysical Methodology 100111
Summary of DART Geophysical Methodology 100111
 
Ground Geophysical Survey
Ground Geophysical SurveyGround Geophysical Survey
Ground Geophysical Survey
 
T11 geophysical testing-landschoot
T11 geophysical testing-landschootT11 geophysical testing-landschoot
T11 geophysical testing-landschoot
 
Product Plan - LG TV
Product Plan - LG TV Product Plan - LG TV
Product Plan - LG TV
 
Geophysics for Geotechnical Engineers
Geophysics for Geotechnical EngineersGeophysics for Geotechnical Engineers
Geophysics for Geotechnical Engineers
 
Week 2 geophysical survey
Week 2   geophysical surveyWeek 2   geophysical survey
Week 2 geophysical survey
 
Electrical method
Electrical methodElectrical method
Electrical method
 

Similar to SMHL profile

Well logging oylex
Well logging oylexWell logging oylex
Well logging oylexGeraldOkpani
 
Muhammad Nafees Abbasi
Muhammad Nafees AbbasiMuhammad Nafees Abbasi
Muhammad Nafees Abbasinafees abbasi
 
SUMMER TRAINING PROJECT REPORT
SUMMER TRAINING PROJECT REPORTSUMMER TRAINING PROJECT REPORT
SUMMER TRAINING PROJECT REPORTTausif Alam
 
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
 
Soil Properties & Testing
Soil Properties & TestingSoil Properties & Testing
Soil Properties & TestingMr Amol Ghogare
 
Non-Destructive-Testing-of-Concrete • Repair / Rehabilitation / Restoration
Non-Destructive-Testing-of-Concrete • Repair / Rehabilitation / RestorationNon-Destructive-Testing-of-Concrete • Repair / Rehabilitation / Restoration
Non-Destructive-Testing-of-Concrete • Repair / Rehabilitation / Restorationpandian18
 
petrophysics theory.pptx
petrophysics theory.pptxpetrophysics theory.pptx
petrophysics theory.pptxYounisbaloch3
 
Site subsurface Investigation
Site subsurface InvestigationSite subsurface Investigation
Site subsurface InvestigationAkram Suleiman
 
DREDGING PROCESS AND ITS EFFECT
DREDGING PROCESS AND ITS EFFECTDREDGING PROCESS AND ITS EFFECT
DREDGING PROCESS AND ITS EFFECTINDRANIL BANERJEE
 
Fundamentals of Petroleum Engineering Module 5
Fundamentals of Petroleum Engineering Module 5Fundamentals of Petroleum Engineering Module 5
Fundamentals of Petroleum Engineering Module 5Aijaz Ali Mooro
 
Epsilon Powerpoint
Epsilon PowerpointEpsilon Powerpoint
Epsilon Powerpointaminsadekmmp
 
Condition Survey, Evaluation & Damage Assessment
Condition Survey, Evaluation & Damage AssessmentCondition Survey, Evaluation & Damage Assessment
Condition Survey, Evaluation & Damage Assessmentwasim shaikh
 
1-_introduction_to_formation_evaluation.pdf
1-_introduction_to_formation_evaluation.pdf1-_introduction_to_formation_evaluation.pdf
1-_introduction_to_formation_evaluation.pdfKonulAlizadeh
 
Non Destructive Testing
Non Destructive Testing Non Destructive Testing
Non Destructive Testing Khyati Saggu
 
GI For Tunnel Projects
GI For Tunnel ProjectsGI For Tunnel Projects
GI For Tunnel ProjectsKeith Kong
 

Similar to SMHL profile (20)

Basic soils presentation
Basic soils presentation Basic soils presentation
Basic soils presentation
 
Well logging oylex
Well logging oylexWell logging oylex
Well logging oylex
 
Muhammad Nafees Abbasi
Muhammad Nafees AbbasiMuhammad Nafees Abbasi
Muhammad Nafees Abbasi
 
SUMMER TRAINING PROJECT REPORT
SUMMER TRAINING PROJECT REPORTSUMMER TRAINING PROJECT REPORT
SUMMER TRAINING PROJECT REPORT
 
Rock Typing.pdf
Rock Typing.pdfRock Typing.pdf
Rock Typing.pdf
 
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 Properties & Testing
Soil Properties & TestingSoil Properties & Testing
Soil Properties & Testing
 
Non-Destructive-Testing-of-Concrete • Repair / Rehabilitation / Restoration
Non-Destructive-Testing-of-Concrete • Repair / Rehabilitation / RestorationNon-Destructive-Testing-of-Concrete • Repair / Rehabilitation / Restoration
Non-Destructive-Testing-of-Concrete • Repair / Rehabilitation / Restoration
 
petrophysics theory.pptx
petrophysics theory.pptxpetrophysics theory.pptx
petrophysics theory.pptx
 
Site subsurface Investigation
Site subsurface InvestigationSite subsurface Investigation
Site subsurface Investigation
 
DREDGING PROCESS AND ITS EFFECT
DREDGING PROCESS AND ITS EFFECTDREDGING PROCESS AND ITS EFFECT
DREDGING PROCESS AND ITS EFFECT
 
Fundamentals of Petroleum Engineering Module 5
Fundamentals of Petroleum Engineering Module 5Fundamentals of Petroleum Engineering Module 5
Fundamentals of Petroleum Engineering Module 5
 
Piling design intro
Piling design introPiling design intro
Piling design intro
 
Epsilon Powerpoint
Epsilon PowerpointEpsilon Powerpoint
Epsilon Powerpoint
 
Condition Survey, Evaluation & Damage Assessment
Condition Survey, Evaluation & Damage AssessmentCondition Survey, Evaluation & Damage Assessment
Condition Survey, Evaluation & Damage Assessment
 
Geotechnical Study
Geotechnical StudyGeotechnical Study
Geotechnical Study
 
Non Destructive test
Non Destructive testNon Destructive test
Non Destructive test
 
1-_introduction_to_formation_evaluation.pdf
1-_introduction_to_formation_evaluation.pdf1-_introduction_to_formation_evaluation.pdf
1-_introduction_to_formation_evaluation.pdf
 
Non Destructive Testing
Non Destructive Testing Non Destructive Testing
Non Destructive Testing
 
GI For Tunnel Projects
GI For Tunnel ProjectsGI For Tunnel Projects
GI For Tunnel Projects
 

SMHL profile

  • 1. Introduction Soil Mechanics & Hydraulics Laboratory, Karachi was established in 1956 by U.S AID (I.C.A. AID) (U.S.Bureau of reclamation Colorado) (U.S.A). This laboratory is fully equipped with relevant Scientific Instrument regarding SOIL MECHANICS FIELD. This Laboratory has taken part many Development works in PAKISTAN as well as Soil Mechanics & Hydraulics Laboratories Synchronize with Three Government Laboratories and Recognized Engineering Universities. Soil Mechanics & Hydraulics Laboratories being a part of US Aid & UNDP. Also participate with Benazir Income Support Program, Government Organizations & NGO’s We are equipped with High Qualified Geotechnical Engineers, Technicians and Laboratory Staff involving 54 active Employees. At presently this Laboratory is working for Public sector as well as private sector. Following Public sector Departments are particularly assigns their projects to this 1. Irrigation Department work for Guddu ,Sukkar & Kotri Barrages. 2. The N.H.A. 3. The M.E.S. 4. Educational Institutions / Universities. 5. The N.L.C/The F.W.O 6. The City Government 7. Pak P.W.D. 8. Geolog 9. TCF(The Citizen Foundation & HALCROW Apart from this mostly Private Sectors / BUILDERS assigns their Projects to this Laboratory.
  • 2. GEO-TECHNICAL INVESTIGATION Geotechnical Investigations: • Take a part on Projects of Geotechnical and soil investigation for Irrigation department (Govt of Sindh). • Soil investigation for buildings, towers and road projects. Field work mainly consists of drilling and field testing. Drilling is carried out either by rotary- wash method or percussion method. • Collection of soil and water samples. • Field testing including standard penetration test, pressure meter test, , packer test, field permeability test, field density test, field CBR test. • Pile works: We also provide the Services for Execution of bored cast in situ piles of 16”, 22”, 26”, 30” &36” diameter. Working includes boring of holes , fabrication of reinforcement cage, preparation and pouring of concrete Extraction of Cores: • Extraction of Concrete Cores and Testing • Extraction of Asphalt Cores and Testing Laboratory Tests & Reporting As per Standard ASTM and AASHTO • Compressive Strength of Cube,Cylinder,Bricks,Pavers Tiles etc • Hammer Test • Core Cutting • FDT(Field Density Test) Soil Testing & Investigation • Grain Size Analysis (sieve analysis and hydrometer test) as per • Natural Moisture Content • Bulk Density/Dry Density • Liquid & Plastic Limit • Specific Gravity • Direct Shear • Unconfined Compression Test • Consolidation Test • Permeability Test • Standard and Modified Proctor Tests • Soaked and UnSoaked CBR • Three Point CBR • Organic Matter Content
  • 3. Water Testing As per Standard ASTM and AASHTO & APHA • Water Testing by using Standards • For PH, TDS, Sulphate & Chloride • Carbonate and Bicarbonate Cement Testing • Cement Consistency • Initial and Final Setting Times • Compressive Strength • Preparation of Sample Steel Testing • Tensile Strength of Steel Bar • Elongation % • Unit Weight ASPHALT/BITUMEN SECTION • Asphalt mixed design • Ext. Gradation • Marshal Stability cake & testing • Sp. Gravity of bitumen • Flash point of bitumen • Penetration test • Ductility test • Stripping & Coating of bitumen • Determination of core compaction ( sample supplied by client) Aggregate Testing • Gradation Analysis • Maximum and Minimum Density of Sand • Dry Density • Fineness Modulus of Sand • OrganicMatterContent • Sodium Sulphate Soundness- • Crushing Value • ImpactValueD5874 - 16
  • 4. • Los Angeles Abrasion test • 10%FineValue • Absorption Test • Specified Gravity • Flakiness Index • Elongation Instrument Calibration: Dial Indicator, Pressure gauges, Compressive strength Machine, CBR, Marshall Machines, Oven, Speedy Moisture tester, Weight balance & Hydraulic Jack etc. GEOPHYSICAL SURVEY Geophysical survey is ground-based physical sensing techniques used for minerals, water well, archaeological imaging and mapping. We are providing Electrical Resistivity Survey, Gravity, Magnetic and Induced Potential for identification of mineral’s and groundwater. Application of Geophysical survey: • Mapping of Groundwater Resources • Aquifer Identification and quality • Bedrock Profiling • Soil Conductivity Mapping • Rock Fracture Detection Mapping • Cavity Detection Electrical Resistivity Survey Through Electrical resistivity we can measure the electrical properties of the subsurface. Most soils and non-ore bearing rocks are electrically resistive. Soil moisture and ground water are often electrically conductive due to contained dissolved minerals. Therefore the resistivity measured in the ground is predominantly controlled by the amount of moisture and water within the soil and rock, and the concentration of dissolved solids in that water.
  • 5.
  • 6.
  • 7.
  • 8. Director Deputy Director Deputy Director (Hyderabad) (Soil Mechanics Hydraulics Laboratory, Karachi) Assistant Director Research Officer Research Officer JRO JRO ARO ARO
  • 9. ADDRESSES Soil Mechanics & Hydraulics Laboratory Karachi Baloch Colony ,Off Shahra-e-Faisal Adjacent PAF Chapter City School,Karachi Ph# 021-34533821 smhlaboratory@gmail.com, www.smhlab.com