摘要
针对防城港建港中普遍存在的水下边坡稳定性以及疏浚岩土等工程问题开展研究。通过大量的钻探、原位测试及室内试验,获取了丰富的岩土工程性质数据。经分析,评价了水下边坡的稳定性、岩土疏浚的可挖性,其结果可供类似工程借鉴。
A study was conducted on the stability of underwater slopes and rock and soil dredging etc. engineering problems in the port of Fangcheng Port. Through a large number of drilling, in-situ testing and indoor testing, a wealth ofgeotechnical engineering data has been obtained. Af[er analysis, the stability of underwater slopes and the dredging ability of rock and soil dredging were evaluated. The results can be used for similar projects.
作者
卢超健
蒋贵
LU Chao-jian;JIANG Gui(China Communications Second Navigation Engineering Survey and Design Institute Co.Ltd.,Wuhan 430071,China;State Key Laberatory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu 610059,China)
出处
《工程建设与设计》
2018年第19期77-81,共5页
Construction & Design for Engineering
关键词
水下边坡稳定性
疏浚岩土
钻探
原位测试
underwater slope stability
dredged rock and soil
drilling
in-situ testing
