Soil mechanics / by T. William Lambe and Robert V. Whitman
By: Lambe, T. William [Author].
Contributor(s): Whitman, Robert V [Author] | Tarbuck, Edward J | Tasa, Dennis G.
Material type: TextSeries: Series in Soil Engineering 2.Publisher: New Delhi : Wiley, 1969.Description: xii + 553p. 28 cm.ISBN: 9788126539918.Subject(s): Engineering -- Civil engineering -- Engineering geology | GeographyDDC classification: 624.151Item type | Current library | Call number | Copy number | Status | Date due | Barcode |
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Books | HCC Central Library General Stacks | 624.151 LAS (Browse shelf(Opens below)) | 2018 | Available | 16308 |
Includes Appendix and Index
PART I : Introduction -- Soil problems in civil engineering -- A preview of soil behavior -- PART II: The nature of soil -- Description of an assemblage of particles -- Description of an individual soil particle -- Normal stress between soil particles -- Shear resistance between soil particles -- Soil formation -- PART III: Dry soil -- Stresses within a soil mass -- Tests to measure stress-strain properties -- General aspects of stress-strain behavior --Shear strength of cohesionless soil -- Stress-strain relationships -- Earth retaining structures and slopes Shallow foundations -- Dynamic loading of soil -- PART IV: Soil with water - no flow with steady flow -- Effective stress concept -- One dimensional fluid flow -- Two dimensional fluid flow -- Soil permeability and filter requirements -- General aspects of drained stress-strain behavior -- Drained shear strength -- Stress-strain relations for drained conditions -- Earth retaining structures with drained conditions -- Earth slopes with drained conditions -- Shallow foundations with drained conditions -- PART V: Soil with water - transient flow -- Pore pressures developed during undrained loading -- Consolidation theory -- Drained and undrained stress-strain behavior -- Undrained shear strength -- Stress-strain relations for undrained conditions -- Earth retaining structures and earth slopes with undrained conditions -- Shallow foundations with undrained conditions -- Deep foundations -- The improvement of soil
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