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- W2244887337 abstract "THE INCREASE IN SHEAR STRENGTH IN SOFT CLAY DUE TO CONSOLIDATION UNDER HIGHWAY EMBANKMENT LOADING IS STUDIED. VERTICAL SHEAR DRAINS WERE USED TO ACCELERATE THE PROCESS OF CONSOLIDATION. THE GAIN IN SHEAR STRENGTH WAS MEASURED OVER A FOUR-YEAR PERIOD AFTER CONSTRUCTION OF THE EMBANKMENT. IT IS SHOWN THAT THE EXCESS PORE WATER PRESSURE MEASURED IN THE FIELD CAN BE USED TO PREDICT THE INCREASE IN SHEAR STRENGTH WITH REASONABLE ACCURACY. DETAILS ARE GIVEN OF THE SUBSURFACE PROFILE WHICH CONSISTS OF A RELATIVELY HOMOGENEOUS, GRAY BAY MUD COMBINED WITH BROKEN SEASHELLS TO A DEPTH OF 50 TO 70 FEET. LABORATORY SHEAR STRENGTH WAS OBTAINED FROM TESTS ON UNDISTURBED SAMPLES TAKEN FROM BORING HOLES BY USING THE UNCONFINED COMPRESSION TEST (U-TEST) AND THE UNCONSOLIDATED-UNDRAINED TRIAXAIL COMPRESSION TEST (UU- TEST). THE SAMPLES WERE OBTAINED BY EITHER PUSHING A TWO- INCH CALIFORNIA SAMPLER HYDRAULICALLY INTO THE BAY MUD OR PUSHING A SWEDISH FOIL SAMPLER INTO CLAY LAYERS. THE ANALYSIS OF THE SHEAR STRENGTH INCREASE IS PRESENTED, AND THE RESULTS ARE TABULATED AND DISCUSSED. IT IS CONCLUDED THAT EXCESS PORE PRESSURE DATA GENERALLY YIELD A BETTER ESTIMATE OF STRENGTH GAIN AND IS PREFERABLE TO THE USE OF TIME-SETTLEMENT DATA." @default.
- W2244887337 created "2016-06-24" @default.
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- W2244887337 date "1973-01-01" @default.
- W2244887337 modified "2023-09-23" @default.
- W2244887337 title "SHEAR STRENGTH INCREASE IN A SOFT FOUNDATION CLAY" @default.
- W2244887337 hasPublicationYear "1973" @default.
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