Experimental Study on Load-Transfer Mechanism and Failure Mode of Batter Pile under Oblique Uplift Loading-Reference-Cited by-同舟云学术

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Experimental Study on Load-Transfer Mechanism and Failure Mode of Batter Pile under Oblique Uplift Loading

Published:2022-12 Issue:12 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Liu Kaiyuan¹,Xu Chengshun²,Xu Haibin¹,Zhu Wenlong¹,Nie Zhibao³

Affiliation:

1. Institute of Science and Technology, New Energy Technology Innovation Center, China Three Gorges Corporation, Beijing 100038, China.

2. College of Architecture and Civil Engineering, Beijing Univ. of Technology, Beijing 100124, China (corresponding author).

3. Geotechnical Engineering Laboratory, China Electric Power Research Institute, Beijing 102401, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002475

Reference28 articles.

1. On the behavior of piles in non-cohesive soil under combined horizontal and vertical loading

2. Tension tests on smooth and rough model piles in dry sand

3. Laterally loaded battered piles in sandy soils;Ashour M.;J. Geotech. Geoenviron. Eng.,2020

4. Awad, A., and A. Ayoub. 1976. “Ultimate uplift capacity of vertical and inclined piles in cohesion less soils.” In Proc., 5th Int. Conf. on Soil Mechanic and Foundation Engineering, 221–227. Budapest, Hungary: Budapest University of Technology and Economics Press.

5. Calibration and Use of Grid-Based Tactile Pressure Sensors in Granular Material

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