A Unified Analytical Model for Undrained Compressibility Behavior of Foam-Conditioned Coarse-Grained Soils Based on Effective Stress Analysis-Reference-Cited by-同舟云学术

A Unified Analytical Model for Undrained Compressibility Behavior of Foam-Conditioned Coarse-Grained Soils Based on Effective Stress Analysis

Published:2024-05 Issue:5 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wang Shuying¹,Zhong Jiazheng²^ORCID,Qu Tongming³^ORCID,Zhou Zihao⁴,Ni Zhunlin⁵,Zheng Xiangcou⁶

Affiliation:

1. Professor, School of Civil Engineering, Central South Univ., Changsha 410075, China; Tunnel and Underground Engineering Research Center, Central South Univ., Changsha 410075, China; MOE Key Laboratory of Engineering Structure of Heavy Haul Railway, Central South Univ., Changsha 410075, China.

2. Ph.D. Candidate, School of Civil Engineering, Central South Univ., Changsha 410075, China; Tunnel and Underground Engineering Research Center, Central South Univ., Changsha 410075, China (corresponding author). ORCID: .

3. Research Assistant Professor, Dept. of Civil and Environmental Engineering, Hong Kong University of Science and Technology, Hong Kong 999077, China. ORCID: .

4. Graduate Student, School of Civil Engineering, Central South Univ., Changsha 410075, China; Tunnel and Underground Engineering Research Center, Central South Univ., Changsha 410075, China.

5. Ph.D. Candidate, School of Civil Engineering, Central South Univ., Changsha 410075, China; Tunnel and Underground Engineering Research Center, Central South Univ., Changsha 410075, China.

6. School of Civil Engineering, Central South Univ., Changsha 410075, China; Tunnel and Underground Engineering Research Center, Central South Univ., Changsha 410075, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9129

Reference31 articles.

1. ASTM. 2016. Standard test methods for minimum index density and unit weight of soils and calculation of relative density. ASTM D4254. West Conshohocken, PA: ASTM.

2. Bezuijen, A. 2012. “Foam used during EPB tunnelling in saturated sand, parameters determining foam consumption.” In Proc., the 38th ITA World Tunnel Congress. Bangkok, Thailand: World Tunnel Congress (WTC).

3. Bezuijen, A., A. M. Talmon, J. F. W. Joustra, and B. Grote. 2006. “Pressure gradients and muck properties at the face of an EPB.” In Proc., 5th Int. Conf. of TC28 of the Int. Society for Soil Mechanics and Geotechnical Engineering: Geotechnical Aspects of Underground Construction in Soft Ground, edited by K. J. Bakker, A. Bezuijen, W. Broere, A. Kwast, and E. A. Kwast, 195–201. Amsterdam, Netherlands: Taylor and Francis.

4. Budach C. 2012. “Untersuchungen zum erweiterten Einsatz von Erddruckschilden in grobkörnigem Lockergestein.” Ph.D. thesis Fakultat für Bau- und Umweltingenieurwissenschaften Ruhr-Universität Bochum.

5. Budach, C., and M. Thewes. 2012. “New application ranges for EPB-shields in coarse-grained soils based on laboratory research.” In Proc., the 38th ITA World Tunnel Congress. Bangkok, Thailand: World Tunnel Congress (WTC).

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental study on overtopping failure of concrete face rockfill dam;Case Studies in Construction Materials;2024-12