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BROMS B SCHWAB R F JERNELIUS I
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according analysis angle applied approximately assumed axial base bearing capacity Budapest building calculated carried characteristics clay coefficient cohesion compaction compressibility computed considered consolidation constant construction curve deformation density dependence depth determined diameter direction displacement distribution earth pressure effect elastic Engineering equation experimental explosion factor failure Figure force formula foundation friction given grains ground increase influence initial internal layer length limit load loading tests mass material maximum means measured method modulus movement normal obtained parameters paths pile plane positive presented problem Proc properties range ratio reinforced relation relationship relative resistance retaining wall samples sand settlement shape shear shear strength shown in Fig shows slope soil specimen stability static strain strength stress structure surface Table theoretical theory tion ultimate unit values vertical volume wall weight