长江科学院院报
長江科學院院報
장강과학원원보
JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTITUTE
2009年
11期
23-26
,共4页
膨胀土%膨胀力%膨胀应变%南水北调
膨脹土%膨脹力%膨脹應變%南水北調
팽창토%팽창력%팽창응변%남수북조
expansive soil%swelling pressure%swelling strain%South-to-North Water Transfer
用平衡加压法在三联中低压固结仪上进行控制竖向变形的膨胀力试验,并通过改变试样初始含水量、干密度,研究了膨胀力随初始含水量、干密度的变化规律.试验结果表明,膨胀应变略微增加,膨胀力大幅降低;膨胀力与干密度、初始含水量及膨胀应变成指数关系.基于这些试验成果,采用多元回归分析,求得膨胀力的拟合式.
用平衡加壓法在三聯中低壓固結儀上進行控製豎嚮變形的膨脹力試驗,併通過改變試樣初始含水量、榦密度,研究瞭膨脹力隨初始含水量、榦密度的變化規律.試驗結果錶明,膨脹應變略微增加,膨脹力大幅降低;膨脹力與榦密度、初始含水量及膨脹應變成指數關繫.基于這些試驗成果,採用多元迴歸分析,求得膨脹力的擬閤式.
용평형가압법재삼련중저압고결의상진행공제수향변형적팽창력시험,병통과개변시양초시함수량、간밀도,연구료팽창력수초시함수량、간밀도적변화규률.시험결과표명,팽창응변략미증가,팽창력대폭강저;팽창력여간밀도、초시함수량급팽창응변성지수관계.기우저사시험성과,채용다원회귀분석,구득팽창력적의합식.
Via a series of swelling tests conducted on consolidation apparatus, the vertical swelling pressure with the deformation of remolded expansive soils was studied. According to the tests results, it is concluded that: the vertical swelling pressure is remarkably decreased with the increase of small swelling strain; the swelling pressure and dry density, initial moisture content and swelling strain present exponential relations. With the help of multiva-riate regression analysis, fitted regression equation of swelling force is found.