Earth pressure and deformation of cut-and-cover and trenchless flexible pipes under different soil properties and groundwater conditions

Author:

Zheng Mingming,Wei Meng,Liu Tianle,Yin Xuelin,Tang Chengxiang,Wang Kai,Zhao Xinyuan,Wu Jingjing,Tsung Nilo

Funder

National Natural Science Foundation of China

Open Research Fund Program of Key Laboratory of Metallogenic Prediction of Nonferrous Metals and Geological Environment Monitoring (Central South University), Ministry of Education

Natural Science Foundation of Chengdu University of Technology

Engineering Research Center of Rock-Soil Drilling & Excavation and Protection

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference33 articles.

1. Adedapo AA (2007) Pavement deterioration and PE pipe behavior resulting from open−cut and HDD pipeline installation techniques. University of Waterloo, Dissertation

2. Brinkgreve RB, Zampich LM, Manoj NR et al (2019) Plaxis 2D tutorial manual. PLAXIS B.V, Netherlands

3. Burland JB (1989) Ninth Laurits Bjerrum Memorial Lecture. ‘Small is beautiful’. The stiffness of soils at small strains. Can Geotech J 26(4):499–516

4. Cai JP, Huang MS, Qian JG et al (2010) DCFEM Method for analyzing the influence of deep excavation on adjacent underground pipelines. Chin J Undergr Space Eng 6(1):120–124

5. Chen CH, Liu SJ, Wang Z (2007) Calibration of earth pressure cell. China Rural Water and Hydropower 2:29–32

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