路基工程
路基工程
로기공정
SUBGRADE ENGINEERING
2012年
6期
93-98
,共6页
泻湖相%软土%土性指标%概率分布%统计分析
瀉湖相%軟土%土性指標%概率分佈%統計分析
사호상%연토%토성지표%개솔분포%통계분석
lagoon facies%soft soil%soil indices%probability distribution%statistical analysis
基于杭州泻湖相软土层土性指标试验数据,研究了其物理力学指标沿深度的变化情况,结果表明:杭州泻湖相软土层物理指标沿深度没有明显变化趋势,变形和强度参数存在明显的深度变化趋势,在统计时需对数据进行回归分析和趋势性分析。分析了杭州泻湖相软土物理力学指标的变化范围、变异性、指标之间的相互关系以及指标的概率分布模型,得到了杭州泻湖相软土物理指标与变形指标、强度指标之间的统计关系经验公式,分析表明杭州泻湖相软土物理指标服从正态分布、变形指标服从对数正态分布、强度指标的内摩擦角服从正态分布、粘聚力同时服从正态分布和对数正态分布,但对数正态分布更容易被接受。
基于杭州瀉湖相軟土層土性指標試驗數據,研究瞭其物理力學指標沿深度的變化情況,結果錶明:杭州瀉湖相軟土層物理指標沿深度沒有明顯變化趨勢,變形和彊度參數存在明顯的深度變化趨勢,在統計時需對數據進行迴歸分析和趨勢性分析。分析瞭杭州瀉湖相軟土物理力學指標的變化範圍、變異性、指標之間的相互關繫以及指標的概率分佈模型,得到瞭杭州瀉湖相軟土物理指標與變形指標、彊度指標之間的統計關繫經驗公式,分析錶明杭州瀉湖相軟土物理指標服從正態分佈、變形指標服從對數正態分佈、彊度指標的內摩抆角服從正態分佈、粘聚力同時服從正態分佈和對數正態分佈,但對數正態分佈更容易被接受。
기우항주사호상연토층토성지표시험수거,연구료기물리역학지표연심도적변화정황,결과표명:항주사호상연토층물리지표연심도몰유명현변화추세,변형화강도삼수존재명현적심도변화추세,재통계시수대수거진행회귀분석화추세성분석。분석료항주사호상연토물리역학지표적변화범위、변이성、지표지간적상호관계이급지표적개솔분포모형,득도료항주사호상연토물리지표여변형지표、강도지표지간적통계관계경험공식,분석표명항주사호상연토물리지표복종정태분포、변형지표복종대수정태분포、강도지표적내마찰각복종정태분포、점취력동시복종정태분포화대수정태분포,단대수정태분포경용역피접수。
Based on the testing data of soil indices of lagoon facies soft soil layer in Hangzhou, the change of the physical and mechanical indices with the depth is studied. The result shows that the physical indices thereof has no significant change with the depth; however the deformation and strength parameters has an obvious trend of changing with depth. All of these data are required to be carried out regression and tendency analysis in statistical estimation. Then the change confines, variability, correlation between indices, and probability distribution model of the indices are analyzed to obtain the empirical formulas of statistical relationship between the physical index, deformation index, strength index. The analysis results show that the physical index is in deference to normal distribution, the deformation index to lognormal distribution, the internal friction angle of the strength index to normal distribution, and the cohesion to both normal and lognormal distributions, but lognormal distribution can be accepted more easily.