UNDRAINED BEHAVIOR OF QUICK CLAY UNDER LOAD TESTS AT ASRUM

摘要: TOW FIELD LOADING TESTS ON A SOFT QUICK CLAY ARE DESCRIBED AND CONTINUOUS RECORD OF EXCESS PORE PRESSURES SETTLEMENTS IS PRESENTED. THE MEASURED VALUES COMPARED TO ANALYTICAL PREDICTIONS IN ELASTIC RANGE ALSO CONFINED PLASTIC FLOW BENEATH TEST FILL. GOOD AGREEMENT WAS FOUND BETWEEN OBSERVED THEORETICAL VALUES. AFTER CRITICAL SURFACE LOAD HAD BEEN REACHED, THERE PRONOUNCED INCREASE RATE PRESSURE BUILD-UP. THIS STRESS LEVEL USED CALCULATE UNDRAINED STRENGTH CLAY. CALCULATED DETERMINED MANNER DIFFERED BY ONLY 10-15% FROM THOSE VANE. /SVV/RRL/