
Laboratory Testing of Soils, Rocks and Aggregates
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Content
- Cover
- Table of Contents
- Preface
- About the Authors
- Introduction - Part A
- Soil Testing - Part B
- B1: Visual Identification and Classification of Coarse Grained Soils
- B2: Visual Identification and Classification of Fine Grained Soils
- B3: Water Content
- B4: Specific Gravity of Soil Grains
- B5: Sieve Analysis
- B6: Hydrometer Analysis
- B7: pH
- B8: Organic Content
- B9: Liquid Limit-Casagrande's Percussion Cup Method
- B10: Liquid Limit-Fall Cone Method
- B11: Plastic Limit
- B12: Linear Shrinkage
- B13: Compaction Test
- B14: Maximum and Minimum Densities of a Granular Soil
- B15: Field Density Test
- B16: Hydraulic Conductivity of a Coarse Grained Soil
- B17: Hydraulic Conductivity of a Fine Grained Soil
- B18: One-dimensional Consolidation by Incremental Loading
- B19: Direct Shear Test
- B20: Consolidated Undrained Triaxial Test
- B21: Unconsolidated Undrained Triaxial Test
- B22: Unconfined Compression Test
- Rock Testing - Part C
- C1: Water Content
- C2: Density and Porosity
- C3: Uniaxial Compressive Strength
- C4: Point Load Test
- C5: Indirect (Brazilian) Tensile Strength
- C6: Schmidt Hammer Rebound Hardness
- C7: Slake Durability Test
- C8: Triaxial Test on a Rock Specimen
- C9: Direct Tensile Strength
- Aggregate Testing - Part D
- D1: Water Absorption of Aggregates
- D2: Flakiness Index
- D3: Fines Content
- D4: Aggregate Impact Value (AIV)
- D5: California Bearing Ratio (CBR)
- D6: Large Direct Shear Box Test
- D7: Los Angeles Abrasion Loss
- References
- Index
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