Effect of Newly Built Embankments on Existing Bridge Piles Passing through Beaded Karst Caves-Reference-Cited by-同舟云学术

Effect of Newly Built Embankments on Existing Bridge Piles Passing through Beaded Karst Caves

Published:2024-06 Issue:6 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhou Dequan¹,Zhu Qin²,Peng Wenzhe³,Wang Chuangye²

Affiliation:

1. Professor, College of Civil Engineering, Changsha Univ. of Science and Technology, Changsha 410114, PR China.

2. Ph.D. Candidate, College of Civil Engineering, Changsha Univ. of Science and Technology, Changsha 410114, PR China.

3. Assistant Professor, College of Civil Engineering, Hunan Univ., Changsha 410082, PR China; Key Laboratory of Building Safety and Energy Efficiency, Ministry of Education, Hunan Univ., Changsha 410082, PR China; State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8123

Reference44 articles.

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3. Probability model for embedment of single pile into rock masses at building sites in karst terrain;Cao X. F.;Arabian J. Geosci.,2021

4. Study on the vertical bearing performance of pile across cave and sensitivity of three parameters;Chen H. Y.;Sci. Rep.,2021

5. Evaluation of susceptibility for terrain collapse and subsidence in karst areas, Municipality of Iraquara, Chapada Diamantina (BA), Brazil;de Queiroz Salles L.;Environ. Earth Sci.,2018

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