粘性土变形和强度参数分析  

Analysis of deformation and strength parameters for cohesive clay

作　　者：蒋建平[1] 罗国煜[2] 高广运[3] 

机构地区：[1]上海海事大学交通运输学院,上海200135 [2]南京大学地球科学系,江苏南京210093 [3]同济大学地下建筑与工程系,上海200092

出　　处：《交通运输工程学报》2007年第6期76-79,95,共5页Journal of Traffic and Transportation Engineering

基　　金：上海市教委科研项目(05FZ03);国家自然科学基金项目(50678128);上海市交通运输规划与管理重点学科项目(J50601)

摘　　要：为了解长江下游苏通公路大桥地基土工程特性,基于大量的室内土工试验和回归分析方法,研究了水下地基粘性土的变形参数和强度参数特性。发现粘性土的变形参数和强度参数的变异系数比物理参数的变异系数大;压缩模量与天然孔隙比、天然含水量、干密度等物理参数成指数关系,相关系数大于0.87;压缩系数与3个物理参数成线性关系,相关系数超过0.91;粘聚力与3个物理参数成较好的指数关系,相关系数大于0.84,而内摩擦角与物理参数间的相关关系差,线性相关系数小于0.41。In order to understand the engineering properties of cohesive clay in the foundation of Sutong highway large bridge in the lower reaches of Yangtze River, the deformation and strength parameters were studied based on a large number of geotechnical tests and regression analysis method. Study result shows that the variation coefficients of deformation and strength parameters for cohesive clay are larger than those of physical parameters; there is good exponential correlativity between compression module and three physical parameters that are natural poresolid ratio, natural water content and dry density, the correlativity coefficients are more than 0.87; there is linear correlativity between compression coefficient and three physical parameters, the correlativity coefficients are more than 0.91; there is better exponential correlativity between cohesion and three physical parameters, their correlativity coefficients are more than 0.84~ while the correlativity between internal friction angle and three physical parameters is bad, their linear correlativity coefficients are less than 0. 41. 1 tab, 5 figs, 19 refs.

关 键 词：粘性土 试验研究 变形参数 强度参数 

分 类 号：U443.1[建筑科学—桥梁与隧道工程]