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盐渍土强度特性分析
引用本文:燕宪国.盐渍土强度特性分析[J].交通标准化,2009(13):50-54.
作者姓名:燕宪国
作者单位:新疆交通建设管理局;
摘    要:通过对盐渍土室内基本性质及反复冻融循环条件下的试验分析,研究天然盐溃土在多次冻融循环时的强度变化特征,试验结果表明:经多次冻融循环,低液限粘土试样粘聚力自下而上呈线性减小;含砂低液限粘土试样在冻融循环过程中,试样粘聚力呈反S形分布,内摩擦角均呈S形分布;低液限各层粉土试样的粘聚力随着冻融循环次数的增加而逐渐减小,各土层内的摩擦角也随着冻融循环次数的增加而减小。

关 键 词:道路工程  盐渍土  冻融循环  强度

Strength Characteristic of Saline Soil
YAN Xian-guo.Strength Characteristic of Saline Soil[J].Communications Standardization,2009(13):50-54.
Authors:YAN Xian-guo
Institution:Sinkiang Traffic Construction Management Bureau;Urumchi 830049;China
Abstract:Based on the results of testing saline soil and the experiment of freeze-thaw cycle, he characteristic of strength changing of crude saline soil is studied. The result of test shows that he cohesive strength of low liquid-limit clay decreases linearly form bottom to top after repeated reeze-thaw cycle, the cohesive strength distribution of the low liquid-limit clay containing sand is everse S-shaped, and the distribution of the angle of internal friction is S-shaped during freeze-thaw ycle, the cohesive str...
Keywords:road engineering  saline soil  freeze-thaw cycle  strength  
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