摘要
某软土地基加筋土挡墙高7m,填土采用粉质黏土,其墙面采用单向塑料土工格栅筋材反包形式。通过现场埋设位移传感器、沉降磁环和测斜仪等监测仪器,进行了地表沉降、分层沉降、墙脚水平和垂直位移、墙面水平位移等内容的监测。监测结果可为类似工程的设计和施工提供参考。
One reinforced soil wall（RSW） was 7m high.The backfill was silty clay and was wrapped with uniaxial plastic geogrid at the RSW wall.Such items as settlement,layer settlement,vertical and horizontal displacements at the wall toe,hortizontal displacement on the wall face were monitored.The results can be referred to for the design and construction of the similar projects in the future.
出处
《地下空间与工程学报》
CSCD
北大核心
2009年第6期1384-1387,共4页
Chinese Journal of Underground Space and Engineering
关键词
挡墙
监测
土工格栅
位移
retaining wall
supervision
geogrids
displacement
