摘要
本文介绍了一种新的软土地基处理方法———真空降水联合加载预压法 ,对其改进措施及施工要点作了叙述 ,并在一软土场地进行了现场试验 ,取得很好效果。
This paper presented a new precompression met hod by vacuum dewatering and filling loads for improving the behavior of the sof t clay. The construction procedures and the technical points were based on the t raditional methods and different from them. A test site study and some positive results was also presented. \[
出处
《建筑技术开发》
2002年第5期29-30,42,共3页
Building Technology Development
关键词
预压法
软土
强度
变形
Precompression method, Soft clay, Strength, S ettlement
