Geotechnical parameters from pressuremeter tests for MRT Blue Line extension in Bangkok

被引：36
|
作者：
Likitlersuang, Suched [1 ]
Surarak, Chanaton [2 ]
Wanatowski, Dariusz [3 ,4 ]
Oh, Erwin [2 ]
Balasubramaniam, Arumugam [2 ]
机构：
[1] Chulalongkorn Univ, Fac Engn, Dept Civil Engn, Bangkok 10330, Thailand
[2] Griffith Univ, Sch Engn, Nathan, Qld 4111, Australia
[3] Univ Nottingham, Nottingham Ctr Geomech, Nottingham NG7 2RD, England
[4] Univ Nottingham, Dept Civil Engn, Ningbo, Zhejiang, Peoples R China
来源：
GEOMECHANICS AND ENGINEERING | 2013年 / 5卷 / 02期
关键词：
geotechnical parameters; in situ testing; pressuremeter; mass rapid transit; Bangkok Clay; GEOMETRY;
D O I：
10.12989/gae.2013.5.2.099
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Construction of the extension project of the Bangkok MRT Blue Line underground railway was recently started in 2011. The construction of approximately 5 km long underground tunnel and 4 deep excavations of underground station are considered to be the most important geotechnical works. The pressuremeter was selected as a high-quality in situ testing of the soil to evaluate design parameters for the project. In addition, other field and laboratory tests such as vane shear and CK0U triaxial tests were included in the investigation programme. This paper aims to present the ground conditions encountered along the MRT Blue Line extension project as well as the site investigation and interpretation techniques with particular focus on the pressuremeter tests. The results are also compared with the pressuremeter investigation from the previous Bangkok MRT project.
引用
收藏
页码：99 / 118
页数：20
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