Theoretical Solution for Long-Term Settlement of a Large Step-Tapered Hollow Pile in Karst Topography-Reference-Cited by-同舟云学术

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Theoretical Solution for Long-Term Settlement of a Large Step-Tapered Hollow Pile in Karst Topography

Published:2021-08 Issue:8 Volume:21 Page:04021148
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Jiang Song¹,Huang Ming²^ORCID,Deng An³^ORCID,Xu Dexiang⁴

Affiliation:

1. Ph.D. Candidate, College of Civil Engineering, Fuzhou Univ., Fuzhou, 350116 Fujian, China.

2. Professor, College of Civil Engineering, Fuzhou Univ., Fuzhou, 350116 Fujian, China (corresponding author). ORCID: .

3. Senior Lecturer, School of Civil, Environment and Mining Engineering, Univ. of Adelaide, Adelaide 5005, Australia. ORCID: .

4. Urban Planning Design Institute of Ganzhou, Ganzhou, Jiangxi 341000, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002062

Reference51 articles.

1. Time-dependent lateral response of pile embedded in elasto-plastic soil

2. Elastic analysis of axially loaded single pile in multilayered soils

3. Nonlocal Damage Theory Based on Micromechanics of Crack Interactions

4. Analysis of Creep Settlement of Pile Foundations

5. Mechanisms of setup of displacement piles in sand: laboratory creep tests

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Bond–Slip Behavior of Concrete Pile–Cemented Soil Interface Considering Thermal–Temporal Effect: Experimental Study and Constitutive Modeling Based on Disturbed State Concept;International Journal of Geomechanics;2024-10

2. Effect of Newly Built Embankments on Existing Bridge Piles Passing through Beaded Karst Caves;International Journal of Geomechanics;2024-06

3. A Time-Dependent Load-Transfer Model for Large Step-Tapered Hollow Piles Based on the Disturbed State Concept;Soil Mechanics and Foundation Engineering;2023-05

4. Creep settlement analysis of pile foundations using viscoelastic model by incorporating nonlinear soil behaviour;International Journal of Geotechnical Engineering;2022-06-23

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