Experimental Investigation of Soil-Arching Development in Unreinforced and Geosynthetic-Reinforced Pile-Supported Embankments-Reference-Cited by-同舟云学术

Experimental Investigation of Soil-Arching Development in Unreinforced and Geosynthetic-Reinforced Pile-Supported Embankments

Published:2019-01 Issue:1 Volume:145 Page:04018103
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Rui Rui¹,Han Jie²,van Eekelen S. J. M.³,Wan Yi⁴

Affiliation:

1. Professor, School of Civil Engineering and Architecture, Wuhan Univ. of Technology, 122 Luoshi Rd., Wuhan 430070, China (corresponding author).

2. Glenn L. Parker Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Kansas, 1530 West 15th St., Lawrence, KS 66045-760.

3. Geotechnical Researcher, Deltares, 1 Boussinesqweg, Delft MH 2600, Netherlands.

4. Graduate Student, School of Civil Engineering and Architecture, Wuhan Univ. of Technology, 122 Luoshi Rd., Wuhan 430070, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002000

Reference38 articles.

1. Al-Naddaf M. J. Han S. Jawad G. Abdulrasool and C. Xu. 2017. “Investigation of stability of soil arching under surface loading using trapdoor model tests.” In Proc. 19th Int. Conf. on Soil Mechanics and Geotechnical Engineering 889–892. London: International Society for Soil Mechanics and Geotechnical Engineering.

2. Bhandari A. 2010. “Micromechanical analysis of geosynthetic-soil interaction under cyclic loading.” Ph.D. dissertation Dept. of Civil Environmental and Architectural Engineering Univ. of Kansas.

3. An experimental investigation of soil arching within basal reinforced and unreinforced piled embankments

4. Experimental and discrete element modeling studies of the trapdoor problem: influence of the macro-mechanical frictional parameters

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