Analysis of Creep Settlement of Pile Foundations-Reference-Cited by-同舟云学术

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Analysis of Creep Settlement of Pile Foundations

Published:1976-01 Issue:1 Volume:102 Page:1-14
ISSN:0093-6405
Container-title:Journal of the Geotechnical Engineering Division
language:en
Short-container-title:J. Geotech. Engrg. Div.

Author:

Booker John R.¹,Poulos Harry G.²

Affiliation:

1. Sr. Lect. in Civ. Engrg., Univ. of Sydney, Sydney, Australia

2. Reader in Civ. Engrg., Univ. of Sydney, Sydney, Australia

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/AJGEB6.0000228

Cited by 13 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. 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

2. Analysis of Settlement of Group Pile Foundation in Linear Viscoelastic Soil;Advances in Civil Engineering;2023-02-23

3. Interaction between a barrette and multilayered surrounding and underlying soils, taking into account their elastic and elastic-viscoplastic properties;Vestnik MGSU;2022-09

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

5. Theoretical Solution for Long-Term Settlement of a Large Step-Tapered Hollow Pile in Karst Topography;International Journal of Geomechanics;2021-08

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