ADVANCED SOIL MECHANICS

By: Material type: TextTextPublication details: WASHINGTON: HEMISPHERE PUBLISHING CORP., 1985Description: 511 P. ILLUST 21cmSubject(s):
Contents:
1. Soil aggregate. 1.1 Introduction. 1.2 Weight volume relationship. 1.3 Grain size distribution of soils. 1.4 Clay minerals. 1.5 Consistency of cohesive soils. 1.6 Soil classification 1.7 Compactions. 1.8 Volume changes of soils. 1.9 Effective stress. 2. Permeability and seepage. 2.1 Permeability. 2.2 Seepage. 3. Stresses in soil mass. 3.1 Two-dimensional problems. 3.2 Three-dimensional problems. 4. Pore water pressure due to undrained loading. 4.1 Pore water pressure developed due to isotropic stress application. 4.2 Pore water pressure due to uniaxial loading. 4.3 Pore water pressure under trialxial conditions. 4.4 Henkel's modification of pore water pressure equation. 5. Consolidation. 5.1 Fundamentals of consolidation. 5.2 Consolidation by sand drains. 6. Evaluation of soil settlement. 6.1 Introduction. 6.2 Immediate settlement. 6.3 Primary consolidation settlement. 6.4 Secondary consolidation settlement. 6.5 Stress-path methods of settlement calculation. 7. Shear strength of soils. 7.1 Mohr-coulomb failure criteria. 7.2 Shearing strength of granular soils. 7.3 Shear strength of cohesive soils. 7.4 Other theoretical considerations.
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  • 05313
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Holdings
Item type Current library Collection Call number Copy number Status Notes Date due Barcode
Monograf JPS HQ Library Main Library General Collections GEOT.SOIL 624.13 DAS (Browse shelf(Opens below)) Available Sumbangan drp Audit Prestasi 1000030831
Monograf JPS HQ Library Main Library General Collections GEOT.SOIL 624.13 DAS (Browse shelf(Opens below)) 1 Available 1000000197

1. Soil aggregate. 1.1 Introduction. 1.2 Weight volume relationship. 1.3 Grain size distribution of soils. 1.4 Clay minerals. 1.5 Consistency of cohesive soils. 1.6 Soil classification 1.7 Compactions. 1.8 Volume changes of soils. 1.9 Effective stress. 2. Permeability and seepage. 2.1 Permeability. 2.2 Seepage. 3. Stresses in soil mass. 3.1 Two-dimensional problems. 3.2 Three-dimensional problems. 4. Pore water pressure due to undrained loading. 4.1 Pore water pressure developed due to isotropic stress application. 4.2 Pore water pressure due to uniaxial loading. 4.3 Pore water pressure under trialxial conditions. 4.4 Henkel's modification of pore water pressure equation. 5. Consolidation. 5.1 Fundamentals of consolidation. 5.2 Consolidation by sand drains. 6. Evaluation of soil settlement. 6.1 Introduction. 6.2 Immediate settlement. 6.3 Primary consolidation settlement. 6.4 Secondary consolidation settlement. 6.5 Stress-path methods of settlement calculation. 7. Shear strength of soils. 7.1 Mohr-coulomb failure criteria. 7.2 Shearing strength of granular soils. 7.3 Shear strength of cohesive soils. 7.4 Other theoretical considerations.

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