摘要
结合湖南省某市正常运行的高铁站旁基坑的监测情况,分析了其基坑顶部水平位移、深层水平位移、基坑顶部沉降、周围建筑物沉降、站台护坡沉降及锚杆轴力等变化情况。并由分析结果得到相应结论,对于同类型的工程具有借鉴意义。
Based on the monitoring of foundation pit engineering for a High Railway Station,anaalyzes the horizontal displacements of foundation pits and deep soil,top settlement of foundation pits,and settlements of surrounding constructions and slope protection of platform. Axial forces of rock bolts are also measured. According to the monitoring results,some useful conclusions are obtained,which is beneficial for other similar projects.
作者
邓加亮
Deng Jialiang(Guangzhou Geohwa Survey Corp.,Ltd. Guangzhou 510260,China)
出处
《广东土木与建筑》
2018年第6期33-35,共3页
Guangdong Architecture Civil Engineering
关键词
基坑监测
水平位移
沉降
轴力
foundation pit monitoring
horizontal displacement
settlement
axial force
