摘要
在湖南省长沙市芙蓉综合楼基坑支护工程中,针对人工填土、淤泥质粘土等工程性能差的坑壁土体,采用排桩式土钉墙技术进行支护,经济效益显著。
In the project of the Excavation support of Lotus synthetic building of Changsha, aiming at the soft soil such as hand fill, muddy clay, a technology called pill claynailing wall has been used, it shows obviously economic performance.
出处
《企业技术开发》
2005年第7期25-27,45,共4页
Technological Development of Enterprise
关键词
排桩式土钉墙
基坑支护
变形观测
pill claynailing wall
excavation support
deformation measure