Geotechnical Engineering Analysis and Evaluation |
Contents
SURFACE RETAINING STRUCTURES | 1 |
Slope failures Ground | 11 |
REFERENCES | 29 |
Copyright | |
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analysis anchor applied ASCE backfill capacity coefficient compaction compression computed concrete consolidation construction curve cyclic deep foundations deflection deformation density depth direct shear test drainage drains dynamic earth pressures effective stress elastic embankment Engineering Engrg evaluated excavation factor failure surface fill footing forces friction geologic geotechnical Geotechnical Engineering given in Fig gneiss granular soils ground groundwater grout Hunt increase installed ISRM kg/cm² laboratory layer load tests material maximum measured ment method modulus NAVFAC normal occur overburden pressure parameters penetration piezometers pile pore pressures pressuremeter Proc ratio relative density resistance result rock masses rupture sand saturated schist seepage settlement shaft shales shear modulus shear strength shear stress shown in Fig silt slope soft clays Soil Mech specimen stability static stiff strain stratum structures subgrade surcharge Terzaghi tion undrained values vertical wall wedge Young's modulus zone