A simplified prediction method for additional stress on underlying layer of rigid pile-net composite foundation-Reference-Cited by-同舟云学术

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A simplified prediction method for additional stress on underlying layer of rigid pile-net composite foundation

Published:2021-05-11 Issue: Volume: Page:1-20
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Lang Ruiqing¹²,Xiong Hao³,Sun Liqiang⁴,Yadong Zhou¹²

Affiliation:

1. School of Civil Engineering, Tianjin Chengjian University, Tianjin, China

2. Key Laboratory of Soft Soil Engineering Character and Engineering Environment of Tianjin, Tianjin Chengjian University, Tianjin, China

3. College of Civil and Transportation Engineering, Shenzhen University, Shenzhen, China

4. School of Civil Engineering, Tianjin University, Tianjin, China

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2021.1916603

Reference47 articles.

1. Complete Stresses and Displacements in a Cross-Anisotropic Half-Space Caused by a Surface Vertical Point Load

2. Review of existing design methods for geosynthetic-reinforced pile-supported embankments

3. Comparison of Different Two-Dimensional Idealizations for a Geosynthetic-Reinforced Pile-Supported Embankment

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

Cited by 3 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. Load Settlement Response of Composite Foundation of Variable Pile Diameters;International Journal of Geomechanics;2024-09

2. Research on the Reinforcement Characteristics of Thick Cushion Layer and Rigid Pile Composite Foundation;Buildings;2024-07-24

3. Research on optimum design method of cushion thickness in composite foundation under rigid base;Archives of Civil Engineering;2023-06-30

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