A Field Study on the Arching Behavior of a Geogrid-Reinforced Floating Pile-Supported Embankment-Reference-Cited by-同舟云学术

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A Field Study on the Arching Behavior of a Geogrid-Reinforced Floating Pile-Supported Embankment

Published:2022-11 Issue: Volume:37 Page:100795
ISSN:2214-3912
Container-title:Transportation Geotechnics
language:en
Short-container-title:Transportation Geotechnics

Author:

Pan Gaofeng,Liu Xianfeng,Yuan Shengyang,Wang Yibo,Sun Danxi,Feng Yan,Jiang Guanlu

Funder

Key Science and Technology Program of Shaanxi Province

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference32 articles.

1. A simplified method for analysis of a piled embankment reinforced with geosynthetics;Abusharar;Geotext Geomembr,2009

2. Review of existing design methods for geosynthetic-reinforced pile-supported embankments;Ariyarathne;Soils Found,2015

3. Centrifuge investigation of load transfer mechanisms in a granular mattress above a rigid inclusions network;Blanc;Geotext Geomembr,2013

4. Performance of Pile-Supported Embankment over Soft Soil: Full-Scale Experiment;Briançon;J Geotech Geoenviron Eng,2012

5. BS 8006. Code of Practice for Strengthened/Reinforced Soils and Other Fills. British Standard Institution, UK; 2010.

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1. Assessing the Settlement and Deformation of Pile-Supported Embankments Undergoing Groundwater-Level Fluctuations: An Experimental and Simulation Study;Buildings;2024-08-27

2. Numerical analysis of soil arching effect in piles-reinforced airport foundation;Proceedings of the Institution of Civil Engineers - Ground Improvement;2024-08-16

3. Research on the bearing capacity characteristics of hybrid polypropylene fiber reinforced cement soil for airstrip based on large-scale testing;Construction and Building Materials;2024-08

4. Analytical solutions for the dynamic characteristics of piles composite foundations;Computers and Geotechnics;2024-07

5. Model tests on 3D soil arching in pile-supported embankments with and without geotextile;Case Studies in Construction Materials;2024-07

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