摘要
本文指出某粘土地基经粉喷桩加固后取得的效果,并提供该地基经处理后,承载力、变形模量得到提高的数据。
The result obtained in a clay foundation treatment with powder deep mixing method is reported. The improvement of the bearing capacity and the modulus of deformation by such a method is discussed.
出处
《土工基础》
1994年第1期16-20,共5页
Soil Engineering and Foundation