Dynamic response and pile-soil interaction of a heavy-haul railway embankment slope reinforced by micro-piles-Reference-Cited by-同舟云学术

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Dynamic response and pile-soil interaction of a heavy-haul railway embankment slope reinforced by micro-piles

Published:2018-08 Issue: Volume:100 Page:144-157
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Dong Jie,Wu Zhi-Hui,Li Xin,Chen Hong-Yun

Funder

Hebei Natural Science Foundation of China

Hebei Provincial Department of Education key scientific and technological development projects

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference48 articles.

1. A simplified model to analyze the reinforced piled embankments;Zhuang;Geotext Geomembr,2014

2. Semi-analytical solutions for geosynthetic-reinforced and pile-supported embankment;Zhang;Comput Geotech,2012

3. Influence of the head and tip connection on the seismic performance of micropiles;Sadek;Soil Dyn Earthq Eng,2006

4. Theoretical elastio-plastic solution for piles subject to lateral soil movement;Zhang;Proc Earth Planet Sci,2012

5. Reliability-based optimization of laterally loaded piles;Barakat;Struct Saf,1999

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3. Seismic response of soil arching in pile-reinforced soil slopes: Insights from shaking table tests;Soil Dynamics and Earthquake Engineering;2024-09

4. Study on static characteristics of a novel prestress-reinforced railway subgrade;Railway Engineering Science;2024-08-30

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