Centrifuge Model Tests of Basal Reinforcement Effects on Geosynthetic-Reinforced Pile-Supported Embankment

Author:

Xu Chao,Wu Di,Song Shitong,Liu Baochen

Publisher

Springer Singapore

Reference12 articles.

1. Hewlett, W.J., Randolph, M.F.: Analysis of piled embankments. Ground Eng. 22(3), 12–18 (1988)

2. Low, B.K., Tang, S.K., Chao, V.: Arching in piled embankments. J. Geotech. Geoenvironmental Engineering, ASCE 120(11), 1917–1938 (1994)

3. Chew, S.H., Phoon, H.L.: Geotextile reinforced piled embankment-full scale model tests. In: Proceeding of the 3rd Asian Regional Conference on Geosynthetics, pp. 661–668 (2004)

4. Cao, W.P., Chen, R.P., Chen, Y.M.: Experimental investigation on soil arching in piled reinforced embankments. Chin. J. Geotech. Eng. 29(3), 436–441 (2007)

5. Barchard, J.M.: Centrifuge Modelling of Piled Embankments on Soft Soils. University of New Brunswick, Fredericton (1999)

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