Simple approach to assessing excess pore water pressure induced by shield tunneling in saturated-unsaturated clay soil-Reference-Cited by-同舟云学术

Simple approach to assessing excess pore water pressure induced by shield tunneling in saturated-unsaturated clay soil

Published:2024-05-24 Issue: Volume: Page:1-23
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Zhao Yun¹²,Wang Chaowei¹,Chen Zhanglong³,Liang Rongzhu⁴

Affiliation:

1. College of Civil Engineering and Architecture, Henan University of Technology, Zhengzhou, China

2. Ministry of Education, Key Laboratory of Soft Soils and Geoenvironmental Engineering (Zhejiang University), Hangzhou, China

3. Department of Hydraulic Engineering, Tsinghua University, Beijing, China

4. Faculty of Engineering, China University of Geosciences (Wuhan), Wuhan, China

Funder

National Natural Science Foundation of China

Innovative Funds Plan of Henan University of Technology

Commonweal Technology Project of Jinhua City

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2024.2356702

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3. Analytical Solutions for Shallow Tunnels in Saturated Ground

4. Broere, W., & Van Tol, A. F. (2001). Time-dependant infiltration and groundwater flow in a face stability analysis//Modern tunneling science and technology (pp. 629–634). CRC Press.

5. Ground movement induced by parallel EPB tunnels in silty soils