Experimental Investigation of Soil Arching Mobilization and Degradation under Localized Surface Loading-Reference-Cited by-同舟云学术

Experimental Investigation of Soil Arching Mobilization and Degradation under Localized Surface Loading

Published:2019-12 Issue:12 Volume:145 Page:04019114
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Al-Naddaf Mahdi¹^ORCID,Han Jie²^ORCID,Xu Chao³,Jawad Saif⁴,Abdulrasool Ghaith⁵^ORCID

Affiliation:

1. Lecturer, Dept. of Civil Engineering, Univ. of Kerbala, Kerbala 56001, Iraq; formerly, Ph.D. Student, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Kansas, 1530 W. 15th St., Lawrence, KS 66045-7609. ORCID: .

2. Glenn L. Parker Professor of Geotechnical Engineering, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Kansas, 1530 W. 15th St., Lawrence, KS 66045-7609 (corresponding author). ORCID: .

3. Professor, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China.

4. Ph.D. Candidate, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Kansas, 1530 W. 15th St., Lawrence, KS 66045-7609.

5. Geotechnical Engineer, Design Div., State Company for Oil Projects, Iraqi Ministry of Oil, Baghdad 10001, Iraq. ORCID: .

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.1943-5606.0002190

Reference42 articles.

1. Ahmed M. 2016. “Experimental investigations into the role of geosynthetic inclusions on the earth pressure acting on buried structures.” Ph.D. thesis Dept. of Civil Engineering and Applied Mechanics McGill Univ.

2. Embankment supported on piles with biaxial geogrids

3. Al-Naddaf M. 2017. “Investigation of soil arching stability under static and cyclic surface loading using trapdoor model tests.” M.Sc. thesis Dept. of Civil Environmental and Architectural Engineering Univ. of Kansas.

4. 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. London: International Society of Soil Mechanics and Foundation Engineering City Univ. of London.

5. Effect of Geofoam on Vertical Stress Distribution on Buried Structures Subjected to Static and Cyclic Footing Loads

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