Study of the Effect of Pile Type for Supporting Basal Reinforced Embankments Constructed on Soft Clay Soil

Author:

Bhasi Anjana,Rajagopal K.

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Reference24 articles.

1. Bhasi A, Rajagopal K (2012) A comparative study on the performance of piled embankments with and without the geosynthetic reinforcement. Indian J Geosynth Ground Improv 1(2):3–8

2. Biot MA (1941) General theory of three dimensional consolidations. J Appl Phys 12:155–169

3. BS8006 (2010) British standard-code of practice for strengthened/reinforced soils and other fills, ISBN 978 0 580 53842 1

4. Cao WP, Zhao M (2012) Performance of floating piles for supporting embankments in soft soils. Appl Mech Mater 105–107:1433–1437

5. Carlsson B (1987) Reinforced soil, principles for calculation. Linköping, Terratema

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