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Introduction to soil mechanics
Phase relationships and index tests
9 other sections not shown
2O REM BASIC bearing capacity behaviour CHANGE DATA circular cohesion compression consolidation Coulomb wedge critical depth determined DISPLACEMENT effective stress elastic embankment end Ready Run engineering ENTER NUMBER ENTER WEIGHT Equation factor of safety failure surface force friction geotechnical engineering GIVE SLICE NUMBER GOSUB GOTO grained soils horizontal increase increment INPUT layer method of slices moisture content number of piles º º oedometer tests output parameters particles PILE GROUP pore pressure principal stresses PRINT ENTER program in Example Program notes radians Ready Run ENTER REM EXAMPLE retaining wall saturated settlement shear strength shear stress shown in Figure sieve SIMPLIFIED BISHOP METHOD SLICE GIVE SLICE slip surface soil mechanics specimen statements strains stress path STRESSES KN/M2 subroutine tension crack total stress triaxial test tube undrained unit weight variable void ratio volume water table wedge analysis Write a program YOUNGS MODULUS