摘要
利用高压喷射围封与静力注浆相结合方法，加固北仑港电厂循环水泵房软土地基。经处理加固后，沉井沉降得到控制，取得了满意的工程效果，并应用固结理论对实测资料进行了初步分析。
This paper introduces one kind of method of soft soil strenthening by jet grouting combined with compaction grouting at the cooling water intake pump house of Beilungang Power Plant. The settlement of the open caisson has been controlled after the soft soil was treated. The result of the engineering is satisfying. Preliminary analysis was also carried out with consolidation theory for measuring data.
出处
《电力勘测设计》
1998年第1期28-33,共6页
Electric Power Survey & Design
关键词
软土地基
高压喷射
围封
静力注浆
固结理论
Soft Loil Foundation
Jet Grouting
Silent Groutig
Consolidation Theory
