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The General Principles of Foundation Design
Foundation Design in Relation to Ground Movements
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allowable bearing pressure anchors base basement beam beneath bored piles boreholes building caisson calculated cast-in-place cause cement cofferdam column compacted compressible concrete piles cone penetration test consolidation construction deflexion depth diameter diaphragm wall differential settlement drilling driving effective equation fill fissured frame given gravel ground level ground surface ground water grout hammer holes horizontal installed jacks layer length load London Clay material maximum method movement overburden pressure pad foundations penetration test permeable piers pile cap pile group pile shaft piles driven pipe plate precast concrete pumping reinforcement rock safety factor samples sand Section shear strength sheet piling shown in Fig silts sinking skin friction slab slopes soft clay Soil Mechanics standard penetration test steel stiff clay stratum stress strip foundation structures struts thickness timber tion trench tube ultimate bearing capacity underpinning vertical vibrations walings water level water table wellpoints width