首页 | 本学科首页   官方微博 | 高级检索  
     


Estimation of Marine Soil Parameters for Preliminary Analysis of Geotechnical Structures in the Taiwan Strait Connection Project
Authors:Jian-Hua Yin   Hong-Jian Liao  Cheng Zhou  Chun-Man Cheng
Affiliation: a Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hong Kong, China.b Department of Civil Engineering, Xian Jiaotong University, Xian, China.
Abstract:No direct site investigation (SI) data are available for the prospective Taiwan Strait connection project. Any quantitative analysis on the performance of a tunnel, a bridge, or of on-shore (or off-shore) connections needs reasonable geotechnical model parameters. Correlations between basic properties of marine soils and geotechnical model parameters have been established before by the first author based on a large amount of laboratory test data. The established correlations together with other relations considering main types of soils in the Taiwan Strait region are used to estimate the geotechnical model parameters of the marine soils. These correlations and estimated values of the geotechnical parameters of the marine soils are presented and discussed in this article. The estimated geotechnical model parameters can be used for a preliminary analysis of the performance of geotechnical structures of the prospective project.
Keywords:marine soils  correlation  clay content  plasticity index  index property  compression  friction angle  geotechnical
本文献已被 InformaWorld 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号