摘要
通过对港珠澳大桥西人工岛精细化勘察和常规勘察获得的各种室内抗剪强度试验结果的对比分析,研究不同勘察工艺造成原状样的抗剪强度差异的原因,并分析总结各种强度之间的差异性和关联性,为后续研究该地区的黏性土强度提供参考。
According to the comparison of different shear strength test results gained soil investigation in west artificial island of Hong Kong-Zhuhai-Macao bridge, we analyze strength caused by sampling methods, and analyze the correlation and otherness of different provides a reference for the shear strength of cohesive soil in future research. from fine and common the difference of shear shear strengths, which
出处
《水运工程》
北大核心
2013年第7期90-94,共5页
Port & Waterway Engineering
关键词
港珠澳大桥
黏性土
室内试验
抗剪强度
比对与分析
Hong Kong-Zhuhai-Macao bridge
cohesive soil
laboratory test
shear strength
comparisonand analysis
