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Geotechnical Properties Laboratory Testing
22 other sections not shown
allowable analysis anchor rod angle approximately average backfill base bearing capacity Boussinesq equation cell Chap clay coefficient cofferdam cohesive soil column compression computer program concrete curve depth developed diameter dimensions displacement dredge line earth pressure effective elastic element embedment equation estimate Example excavation factor FIGURE force foundation friction geotextile hammer horizontal increase input kips lateral pressure length load test material matrix method modulus Mohr's circle node Note obtain OO OO OO output overburden pressure percent piezometer plate plot Poisson's ratio pore pressure problem rebars reinforcement rock rotation sample sand settlement shaft shear modulus shear strength sheet pile shown in Fig silt skin resistance slope slurry soil pressure solution spread footings steel Step stratum stress structure tension triaxial unit weight usually values vertical void ratio wall water table width zone