Performance of unreinforced and geogrid-reinforced pile-supported embankments under localized surface loading: Analytical investigation-Reference-Cited by-同舟云学术

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Performance of unreinforced and geogrid-reinforced pile-supported embankments under localized surface loading: Analytical investigation

Published:2025-02 Issue:1 Volume:53 Page:260-276
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

Li Geye,Xu Chao^ORCID,Yoo Chungsik^ORCID,Shen Panpan,Wang Qingming

Publisher

Elsevier BV

Reference55 articles.

1. Experimental investigation of soil arching mobilization and degradation under localized surface loading;Al-Naddaf;J. Geotech. Geoenviron. Eng.,2019

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

3. The strength and dilatancy of sands;Bolton;Geotechnique,1986

4. Code of Practice for Strengthened/reinforced Soils and Other Fills,2010

5. Reinforced soil, principles for calculation;Carlsson;Terratema AB, Linköping,1987

Cited by 2 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. Serviceability performance of piled embankments considering soil-reinforcement interface interaction;Geosynthetics International;2025-06-06

2. Deformation and load transfer of pile-supported foundation reinforced with soilbags raft cushion;Geotextiles and Geomembranes;2025-06

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