Improved Analytical Soil Arching Model for the Design of Piled Embankments-Reference-Cited by-同舟云学术

Improved Analytical Soil Arching Model for the Design of Piled Embankments

Published:2021-03 Issue:3 Volume:21 Page:04020261
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Lai Han-Jiang¹,Zheng Jun-Jie²^ORCID,Cui Ming-Juan¹

Affiliation:

1. Institute of Geotechnical and Underground Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001929

Reference52 articles.

1. A simplified method for analysis of a piled embankment reinforced with geosynthetics

2. The strength and dilatancy of sands

3. Performance of Pile-Supported Embankment over Soft Soil: Full-Scale Experiment

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