Experimental study on geosynthetic-reinforced sand fill over marine clay with or without deep cement mixed soil columns under different loadings

Author:

Wu Pei-Chen,Yin Jian-Hua,Feng Wei-Qiang,Chen Wen-Bo

Funder

Ministry of Science and Technology of the People’s Republic of China

RGC

Hong Kong Special Administrative Region Government (HKSARG) of China

Research Institute for Sustainable Urban Development of The Hong Kong Polytechnic University

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference34 articles.

1. A simplified method for analysis of a piled embankment reinforced with geosynthetics;Abusharar;Geotextiles and Geomembranes,2009

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

3. Behavior of geogrid reinforced foundation systems supported on clay subgrades of different strengths;Biswas;International Journal of Geosynthetics and Ground Engineering,2015

4. Code of practice for strengthened/reinforced soils and other fills;BS 8006,2010

5. A theoretical solution for pile-supported embankments on soft soils under one-dimensional compression;Chen;Canadian Geotechnical Journal,2008

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