Centrifuge modeling of a geogrid-reinforced embankment with lime-stabilized soil as backfill on soft soil

Author:

Chen Jian-Feng,Yu Song-Bo

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference14 articles.

1. Bolton MD, Sharma JS (1994) Embankments with base reinforcement on soft clay. In: Leung, Lee, Tan (eds) Proceedings of international conference on centrifugal 94. Balkema, Rotterdam, pp 587–592

2. Cao YH, Chen H (2006) Application of ameliorated high liquid clay to construction of expressway. J Railw Eng Soc 98(8):34–37 (in Chinese)

3. Ding JH, Bao CG (1999) Centrifugal model test and finite element analysis of geosynthetic-reinforced embankments on soft ground and dredger fill. China Civil Eng J 32(1):21–25 (in Chinese)

4. Hou YJ (1995) Centrifuge modeling of soft clay installed with plastic drains. Dam Observ Geotech Tests 19(5):18–20 (in Chinese)

5. Mandal JN, Joshi AA (1996) Centrifuge modelling of geosynthetic reinforced embankments on soft ground. Geotext Geomembr 14(2):147–155

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