摘要
通过室内试验研究了上海地区主要两个软土层的水泥土强度和压缩变形特性,分析了影响无侧限抗压强度 的主要因素,验证了预测最终强度的回归公式以及变形模量E_(50)与强度的关系。
In this paper, the strength and compressive deformation behavior of cement - stabilized soil in Shanghai are discussed on the basis of a lot of laboratory tests. Several main factors affecting unconfined compresion strength of specimen are studied. At last the power ?law function is concluded to predict the final strength of cement soil, moreover, the relationship between compressive strength and deformation modulus is also analyzed.