Geotechnical Engineering Analysis and Evaluation |
Contents
SURFACE RETAINING STRUCTURES | 1 |
ENGINEERING PROPERTIES OF GEOLOGIC MATERIALS | 31 |
REFERENCES | 54 |
Copyright | |
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analysis anchors applied ASCE bearing capacity coefficient compaction compression concrete consolidation construction curve cyclic deep foundations deflection deformation density depth discussed in Art 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 joints kg/cm² laboratory layer load tests material maximum measured ment method modulus NAVFAC normal occur overburden pressure parameters pavement penetration piezometers pile plane pore pressures pressuremeter Proc ratio relative density resistance result rock masses rock quality rupture sand saturated schist seepage settlement shaft shales shear modulus shear strength shear stress shown in Fig silt slope Soil Mech specimen stability static stiff strain stratum structure subgrade Terzaghi tion triaxial undrained values velocity vertical wall weight Young's modulus zone