Criteria for Clogging Potential in Coarse-Grained Strata during Shield Tunneling-Reference-Cited by-同舟云学术

Criteria for Clogging Potential in Coarse-Grained Strata during Shield Tunneling

Published:2024-07 Issue:7 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Liu Pengfei¹,Wang Shuying²,Yang Zhao³,Chen Peishuai⁴,Zhu Hanbiao⁵,Ji Fuquan⁴

Affiliation:

1. Postdoctoral Fellow, CCCC Second Harbor Engineering Company Ltd., Wuhan 430012, China.

2. Professor, College of Civil and Transportation Engineerig, Shenzhen Univ., Shenzhen 518060, China (corresponding author).

3. Senior Engineer, CCCC Second Harbor Engineering Company Ltd., Wuhan 430012, China.

4. Associate Senior Engineer, CCCC Second Harbor Engineering Company Ltd., Wuhan 430012, China.

5. Ph.D. Student, School of Civil Engineering, Central South Univ., Changsha 410075, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9166

Reference29 articles.

1. ASTM. 2006. Standard practice for classification of soils for engineering purposes: Unified soil classification system. ASTM D2487-17. West Conshohocken, PA: ASTM.

2. ASTM. 2010. Standard test method for liquid limit, plastic limit, and plasticity index of soils. ASTM D4318-10. West Conshohocken, PA: ASTM.

3. Physics of adhesion of soils to solid surfaces;Burbaum U.;Bull. Eng. Geol. Environ.,2017

4. Chen X. J. W. van de Broecke G. Lui G. Hong and S. A. Miedema. 2019. “Experimental study of the cohesion–adhesion relation of cohesive soil.” In Proc. Twenty-Second World Dredging Congress. New York: Curran Associates Inc.

5. EPB tunnelling through clay-sand mixed soils: Proposed methodology for clogging evaluation;de Oliveira D. G. M.;Geomech. Tunnelling,2018