Spring-Based Trapdoor Tests Investigating Soil Arching Stability in Embankment Fill under Localized Surface Loading-Reference-Cited by-同舟云学术

Spring-Based Trapdoor Tests Investigating Soil Arching Stability in Embankment Fill under Localized Surface Loading

Published:2021-09 Issue:9 Volume:147 Page:04021087
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

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: .

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.1943-5606.0002601

Reference47 articles.

1. 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.

2. Al-Naddaf M. 2019. “Investigation of soil arching under different modes of soil movement and surface loading.” Ph.D. dissertation Dept. of Civil Environmental and Architectural Engineering Univ. of Kansas.

3. 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 of Soil Mechanics and Foundation Engineering.

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

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

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