Effect of Gradation on Undrained Compressibility of Foam-Conditioned Coarse-Grained Soils-Reference-Cited by-同舟云学术

Effect of Gradation on Undrained Compressibility of Foam-Conditioned Coarse-Grained Soils

Published:2023-07 Issue:7 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wang Shuying¹,Zhan Yongjie²^ORCID,Qu Tongming³^ORCID,Qiu Tong⁴^ORCID,Wang Haibo⁵

Affiliation:

1. Professor, School of Civil Engineering, Central South Univ., Changsha 410075, China; Hunan Provincial Key Laboratory for Disaster Prevention and Mitigation of Rail Transit Engineering Structures, Central South Univ., Changsha 410075, China; Tunnel and Underground Engineering Research Center of Central South Univ., Changsha 410075, China.

2. Master’s Candidate, School of Civil Engineering, Central South Univ., Changsha 410075, China. ORCID: .

3. Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clearwater Bay, Kowloon, Hong Kong SAR, China (corresponding author). ORCID: .

4. Professor, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., University Park, PA 16802. ORCID: .

5. Doctoral Candidate, School of Civil Engineering, Sun Yat-Sen Univ., Guangzhou 510275, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8163

Reference28 articles.

1. Suitability of swelling and collapse theory proposed based on virgin compression surface

2. ASTM. 2006. Standard test method for one-dimensional consolidation properties of saturated cohesive soils using controlled-strain loading. ASTM D4186-06. West Conshohocken, PA: ASTM.

3. ASTM. 2017. Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487-17. West Conshohocken, PA: ASTM.

4. Bezuijen, A., P. Schaminee, and J. A. Kleinjan. 1999. “Additive testing for earth pressure balance shields.” In Proc., 12th European Conf. on Soil Mechanics and Geotechnical Engineering, 1991–1996. Rotterdam, Netherlands: A.A. Balkema.

5. Budach, C. 2012. Untersuchungen zum erweiterten Einsatz von Erddruckschilden in grobkörnigem Lockergestein. German: Univ. of Bochum.

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