摘要
武汉市某基坑处于深厚软土中,根据现场地质、地形条件,采用喷锚+注浆锚管的支护方式,并对基坑施工进行实时监测,基坑土体水平位移和周围建筑物沉降均满足要求。
The foundation pit is located in deep soft soil.According to the geological and topographical conditions,the shotcreting and anchoring support with injected tubes is applied with real-time monitoring technology.The horizontal displacement of the surrounding soil body and the settlements of the around buildings are also under control.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2002年第S1期161-164,共4页
Rock and Soil Mechanics
关键词
喷锚
注浆锚管
水平位移
沉降
shotcreting and anchoring
injected tube
horizontal displacement
settlement
