A Mechanical Model and Solution for Dynamic Response of Geosynthetic-Reinforced Pile-Supported Embankment under Traveling Loads-Reference-Cited by-同舟云学术

A Mechanical Model and Solution for Dynamic Response of Geosynthetic-Reinforced Pile-Supported Embankment under Traveling Loads

Published:2024-01 Issue:1 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Hou Ru-Yi¹^ORCID,Zheng Jun-Jie²^ORCID,Fang Hao³,Yang Wen-Yu³

Affiliation:

1. Ph.D. Candidate, Institute of Geotechnical and Underground Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China. ORCID: .

2. Professor, Institute of Geotechnical and Underground Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China (corresponding author). ORCID: .

3. Ph.D. Candidate, Institute of Geotechnical and Underground Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8755

Reference32 articles.

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2. Tensile force of geogrids embedded in pile-supported reinforced embankment: A full-scale experimental study

3. EBGEO. 2010. Empfehlungen für den Entwurf und die Berechnung von Erdkörpern mit Bewehrungen aus Geokunststoffen – EBGEO. [In German.]. Berlin: German Geotechnical Society.

4. Three-dimensional numerical simulation of the geometrical dimension pile group effects on the critical speed of high-speed railway track (case study: Tehran- Isfahan high speed railway track);Esmaeili M.;Soil Dyn. Earthquake Eng.,2022

5. Han, J. 2015. Principles and practice of ground improvement. Hoboken, NJ: Wiley.

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