摘要
结合润扬长江公路大桥北锚碇基础地下连续墙设计,设计并进行了嵌岩地下连续墙承载能力的室内结构模型试验,以验证地下连续墙极限承载能力和参数取值的合理性。
According to the design of diaphragm retaining wall socketed into the rock of northern anchorage of Runyang bridges,the structural model test is designed and performed,to verify the bearing capacity and rationality of parameters for the diaphragm retaining wall socketed into rock.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2004年第2期324-328,共5页
Chinese Journal of Rock Mechanics and Engineering
关键词
岩土工程
地下连续墙
模型试验
承载能力
geotechnical engineering,diaphragm retaining wall,model test,bearing capacity,design
