TY  - BOOK
AU  - LAMBE, T. WILLIAM.
TI  - SOIL MECHANICS
SN  - 0471511927
PY  - 1969///
CY  - NEW YORK: JOHN WILEY & SONS LTD.
KW  - SOIL MECHANICS
N1  - Part 1: Introduction. Chapter 1: Soil problems in civil engineering. Chapter 2: A preview of soil behavior. Part 2: The nature of soil. Chapter 3: Description of an assemblage of particles. Chapter 4: Description of an individual soil particle. Chapter 5: Normal stress between soil particle. Chapter 6: Shear resistance between soil particles. Chapter 7: Soil formation. Part 3: Dry soil. Chapter 8: Stresses within a soil mass. Chapter 9: Test to measure stress-strain properties. Chapter 10: General aspects of stress-strain behavior. Chapter 11: Shear strength of cohesionless soil. Chapter 12: Stress-strain relationship. Chapter 13: Earth retaining structures and slopes. Chapter 14: Shallow foundations. Chapter 15: Dynamics loading of soil. Chapter 16: Effective stress concept. Chapter 17: One-dimensional fluid flow. Chapter 18: Two-dimensional fluid flow. Chapter 19: Soil permeability and filter requirements. Chapter 20: General aspects of drained stress-strain behavior. Chapter 21: Drained shear strength. Chapter 22: Stress-strain relations for drained conditions. Chapter 23: Earth retaining structures with drained conditions. Chapter 24: Earth slopes with drained conditions. Chapter 25: Shallow foundations with drained conditions. Part 5: Soil with water- Transient flow. Chapter 26: Pore pressure developed during undrained loading. Chapter 27: Consolidation theory. Chapter 28: Drained and undrained stress-strain behavior. Chapter 29: Undrained shear strength. Chapter 30: Stress-strain relationship for undrained conditions. Chapter 31: Earth retaining structures and earth slopes with undrained conditions. Chapter 32: Shallow foundations with undrained conditions. Chapter 33: Deep foundations. Chapter 34: The improvement of soil
ER  -