Laserfiche WebLink
1 <br />1 <br />1 .'J <br />1' <br />1 <br />1? <br />1 <br />1=~ <br />1 I <br />I <br />0 <br />1~ <br />1 <br />1 <br />t <br />'n <br />1 <br />1 <br />S41ELL-CONSOLIDATION TESTS <br /> <br />J <br />N <br />Q <br />7 <br />O_ <br />H <br />G <br />J <br />0 <br />U <br />3 <br /> <br />J <br />3 <br />z <br />0 <br />~- <br />J <br />O O <br />c <br />J <br />1 <br /> Swell under constant <br /> . <br />pressure due to wetting <br />! <br /> <br />~ ! <br /> <br />' _. <br />_ _ <br /> .. ~ <br />ldater added <br />to sample <br /> <br />1'i:i 500 1,000 10,000 100,000 <br />LOAD (psf) <br />Sample of CLAY, silty, sandy from test hole 1-1 from depth 3 feet. <br />natural hloisture Content 8.5 Natural Dry Density 119 pcf. <br /> Swell under constant <br /> _I pressure due to wettiny <br /> ! I <br />i If _ <br /> <br />_.. <br /> <br />- -T <br />~ - <br /> <br />41ate dar ded <br />to sample <br />i <br />100 <br />500 1,000 <br />Sample of CLa1YSTOP!E <br />ilatural i4oisture Content <br />7.9 <br />10,000 100,000 <br />LOAD (psf) <br />from test hole 1-1 from depth 21.lfeet. <br />" Flatural Dry Density 113 pcf. <br />FIGURE lE <br />