Physical model study of pile type effect on long-term settlement of geosynthetic-reinforced pile-supported embankment under traffic loading-Reference-Cited by-同舟云学术

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Physical model study of pile type effect on long-term settlement of geosynthetic-reinforced pile-supported embankment under traffic loading

Published:2023-01 Issue: Volume:38 Page:100923
ISSN:2214-3912
Container-title:Transportation Geotechnics
language:en
Short-container-title:Transportation Geotechnics

Author:

Liu Kai-Fu,Feng Wei-Qiang,Cai Yong-Hao,Xu Hui,Wu Pei-Chen

Funder

National Natural Science Foundation of China

Natural Science Foundation of Guangdong Province

Science, Technology and Innovation Commission of Shenzhen Municipality

Southern Marine Science and Engineering Guangdong Laboratory

Publisher

Elsevier BV

Subject

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

Reference41 articles.

1. Experimental and numerical investigations of the behaviour of footing on geosynthetic reinforced fill slope under cyclic loading;Alam;Geotext Geomembr,2018

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

3. Laboratory evaluation of rutting in base course materials;Barksdale,1972

4. Numerical study of basal reinforced embankments supported on floating/end bearing piles considering pile–soil interaction;Bhasi;Geotext Geomembr,2015

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

Cited by 12 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. Experimental and DEM analysis for the shear characteristics of interface between sand and irregular concrete under dynamic normal loading;Computers and Geotechnics;2024-09

2. Coupled influence of geosynthetic reinforcement and column configuration on failure dynamics in deep mixed columns under embankment loading;Acta Geotechnica;2024-07-03

3. Enhanced multi-task learning models for pile drivability prediction: Leveraging metaheuristic algorithms and statistical evaluation;Transportation Geotechnics;2024-07

4. Influences of number of geosynthetic reinforcement layers on soil arching under cyclic loading;IOP Conference Series: Earth and Environmental Science;2024-05-01

5. Test and prediction for the shear behavior of the sand–irregular concrete interface under constant and dynamic normal loading;Soil Dynamics and Earthquake Engineering;2024-05

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