An experimental investigation of soil arching within basal reinforced and unreinforced piled embankments-Reference-Cited by-同舟云学术

An experimental investigation of soil arching within basal reinforced and unreinforced piled embankments

Published:2008-04 Issue:2 Volume:26 Page:164-174
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

Yun-min Chen,Wei-ping Cao,Ren-peng Chen

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,General Materials Science,Civil and Structural Engineering

Reference19 articles.

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

2. Code of Practice for Strengthened/Reinforced Soils and Other Fills,1995

3. Soil arch analysis of piled embankment;Chen;China Journal of Highway and Transport,2004

4. Full scale highway load test of flexible pavement systems with geogrid base courses;Collin;Geosynthetics International,1996

5. Geosynthetic reinforcement for soft foundations: US perspectives;Gabr;International Perspectives on Soil Reinforcement Applications, ASCE Geotechnical Special Publication,2005

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