LABORATORY TESTING OF SOILS
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1 D LABORATORY TESTING OF SOILS GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-1
2 GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-2
3 GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-3
4 GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-4
5 GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-5
6 GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-6
7 GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-7
8 GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-8
9 GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-9
10 GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-10
11 GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-11
12 GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-12
13 GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-13
14 GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-14
15 GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-15
16 GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-16
17 Test Procedures for Geotechnical Laboratory and Field Testing for Consultants ASTM Standards Testing Procedure Strength Testing for Cohesive and Granular Soils Consolidated Drained Triaxial with Volume Change Measurements Procedure must be approved Consolidated Undrained Triaxial with Pore Pressure ASTM D Unconsolidated Undrained Triaxial with Pore Pressure and Volume Change Procedure must be approved High Pressure Triaxial, Drained or Undrained, Stress or Strain Controlled Procedure must be approved Hoek Cell Triaxial, Stress or Strain Controlled Procedure must be approved Large Scale Triaxial, Drained and Undrained Procedure must be approved Unconsolidated Undrained Triaxial of Cohesive Soils ASTM D Unconfined Compressive Strength of Cohesive Soils ASTM D a Unconfined Compressive Strength of Intact Rock Core Samples ASTM D Quick Direct Shear Procedure must be approved Consolidated Drained Peak Direct Shear ASTM D Consolidated Drained Peak and Residual Direct Shear ASTM D Large Scale Consolidated Drained Peak Direct Shear ASTM D Large Scale Consolidated Drained Peak and Residual Direct Shear ASTM D Stress Paths Triaxial Test Procedure must be approved K-zero Test Procedure must be approved Load Controlled Cyclic Triaxial Test for Soil ASTM D Sample Shear Test Procedure must be approved Repeated Loading Drained and Undrained Triaxial Procedure must be approved Repeated Load Extension Triaxial Procedure must be approved Repeated Loading Simple Shear Test Procedure must be approved Compressibility and Swell Testing One-dimensional Consolidation Properties of Soil ASTM D Peat Consolidation Testing Procedure must be approved Swelling Pressure Test Procedure must be approved One-dimensional Swell of Cohesion Soils ASTM D One-dimensional Settlement of Cohesion Soils ASTM D GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-17
18 Test Procedures for Geotechnical Laboratory and Field Testing for Consultants ASTM Standards Testing Procedure Consolidation with Pore Pressure Measurements Procedure must be approved Large Diameter Consolidation Cell Testing Procedure must be approved Rowe Cell Consolidation and Permeability Testing Procedure must be approved Constant Rate of Deformation with Pore Pressure Measurements ASTM D (1998) Constant Rate of Loading with Pore Pressure Measurements Procedure must be approved Controlled Hydraulic Gradient Procedure must be approved Cyclic Loading Consolidation Testing Procedure must be approved Index Properties and Miscellaneous Tests Thin-walled Samplers (Shelby Tubes Samplers) ASTM D Standard Penetration Test (SPT) ASTM D Preserving and Transportation of Rock Core Samples ASTM D (1996) Preserving and Transportation of Soil Samples ASTM D Moisture Content ASTM D Unit Weight of Undisturbed Samples by various methods Procedure must be approved Atterberg Limits (Liquid and Plastic Limits) ASTM D Blenderized Atterberg Limits (Modified ASTM) ASTM D Liquid Limit using Cone Penetrometer Method BS1377 : 1975 Liquid and Plastic Limits using the One-Point Method ASTM D Shrinkage Limit ASTM D (1998) Grain Size Analysis for 150 mm maximum size ASTM C136-96a Grain Size Analysis for 75 mm maximum size ASTM C136-96a Grain Size Analysis for 40 mm maximum size ASTM C136-96a Grain Size Analysis for 5 mm maximum size ASTM C136-96a Grain Size Analysis on < 0.08 mm by washed sieving ASTM D Hydrometer Analysis ASTM D (1998) Specific Gravity ASTM D Moisture-Density Relationship using Methods A, B & C ASTM D (1998) Moisture-Density Relationship using Method D ASTM D (1998) Moisture-Density Relationship using the One-Point Method ASTM D (1998) Moisture-Density Relationship using Methods A, B & C ASTM D (1998) GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-18
19 Test Procedures for Geotechnical Laboratory and Field Testing for Consultants ASTM Standards Testing Procedure Moisture-Density Relationship using Method D ASTM D (1998) Correction of Unit Weight for oversize particles ASTM D (1994) Maximum Density and Unit Weight using a Vibratory Table ASTM D (1996) Minimum Density and Unit Weight and Relative Density ASTM D (1996) Laboratory California Bearing Ratio Test ASTM D Pocket Penetrometer Test Laboratory Vane Shear, including moisture content ASTM D Organic Content by Ignition ASTM D (1995) Organic Content by Digestion Procedure must be approved Organic Content by Hydrogen Peroxide Procedure must be approved Water Soluble Sulphate Content Hydraulic Conductivity Tests (Constant Head) ASTM D (1994) Hydraulic Conductivity Tests (Falling Head) ASTM D (1997) Visual Description and Identification of Soil ASTM D Visual Classification of Soil for Engineering Purposes ASTM D Pinhole Test for Dispersive Clay Soils ASTM D Dispersive Characteristics of Clay Soil by Double Hydrometer Method ASTM D Slake Durability of Shale and Weak Rocks ASTM D (1992) Calcium Carbonate Content of Soils ASTM D ph Testing for Peat Materials ASTM D (1996) ph Testing for Soils ASTM D a Moisture Capillary Relationship for coarse and medium soils ASTM D (1994) Field Testing Field Density Testing by Sand Cone ASTM D (1996) Field Density Testing by Rubber Balloon ASTM D Field Density Testing by Nuclear Densometer ASTM D FDR Moisture Probe Procedure must be approved Cone Penetrometer Procedure must be approved Field Vane Shear test in cohesive soils ASTM D Repetitive Static Plate Load Tests for Soil ASTM D (1997) GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-19
20 Test Procedures for Geotechnical Laboratory and Field Testing for Consultants ASTM Standards Testing Procedure Non-repetitive Static Plate Load Tests for Soil ASTM D (1997) Dutch Cone Penetrometer Procedure must be approved Slope Inclinometer Procedure must be approved Hydraulic Conductivity Tests (Permeability) Procedure must be approved Resisitivity / Conductivity Testing Procedure must be approved Rock Mechanics Testing Procedure must be approved Pressuremeter Procedure must be approved Borehole Shear Procedure must be approved Flat Plate Dilatometer Procedure must be approved Ground Penetrating Radar Procedure must be approved Seismic Reflection Testing Procedure must be approved Cross Hole Shear Wave Testing Procedure must be approved Pile Driver Analyzer Testing Procedure must be approved Pile Under Static Axial Compressive Load ASTM D (1994) GUIDELINES FOR CONSULTING GEOTECHNICAL ASSIGNMENTS D-20
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