摘要
旋喷法加固地基后形成的水泥土完全改变了天然土的性质。文中介绍了通过三轴剪切试验、无侧限抗压强度试验等方法,对水泥土的工程性质进行了研究,结果表明,水泥土具有良好的物理力学性质,其强度随水泥的含量增加而增加。
The cement-soil after jet grouting of foundation strengthening changes completely the natural properties of soil. This paper presents the study of the engineering properties of cement-soil using triaxial shear tests, unconfined compressive strength test etc.. The results show that the cement-soils possess good physicomechanical properties. Their strength increases with the increase of the cement content.
出处
《勘察科学技术》
1993年第4期37-39,31,共4页
Site Investigation Science and Technology
