Analysis of the Different Load Models in the Lining Segments of Shield Tunnel

Hu Zhiping; Luo Lijuan; Cai Zhiyong

Jul. 2021

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Article Navigation > GEOTECHNICAL ENGINEERING TECHNIQUE > 2004 > 18(1): 19-22,42

Hu Zhiping, Luo Lijuan, Cai Zhiyong. Analysis of the Different Load Models in the Lining Segments of Shield Tunnel[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(1): 19-22,42.

Citation:

Hu Zhiping, Luo Lijuan, Cai Zhiyong. Analysis of the Different Load Models in the Lining Segments of Shield Tunnel[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(1): 19-22,42.

Hu Zhiping, Luo Lijuan, Cai Zhiyong. Analysis of the Different Load Models in the Lining Segments of Shield Tunnel[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(1): 19-22,42.

Citation:

Hu Zhiping, Luo Lijuan, Cai Zhiyong. Analysis of the Different Load Models in the Lining Segments of Shield Tunnel[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(1): 19-22,42.

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Analysis of the Different Load Models in the Lining Segments of Shield Tunnel

1. Department of Geotechnical Engineering, Tongji University, Shang hai 200092;
2. Department of Construction Engineering, Petroleum University, Shando ng Dongying 257061;
3. Zhejiang Zhongcheng Construction G roup Co. Ltd., Zhejiang Shaoxing 312085, China

Received Date: 2003-09-28
Available Online: 2021-07-08

Abstract

Abstract

This paper proposes a beam*.spring*.foundation system model to analyze the respond and deformation of the shield tunnel under different load models.Some load models composed of distribution of soil pressure and water pressure are discussed.Furthermore,based on the example of the shield tunnel through the Yangzi River,the distribution of inner force and deformation difference under different load models are discussed in details,and some valuable results are presented.
- shield tunnel,
- lining segments,
- load model,
- beam spring foundation system