Lateral Response and Failure Mechanisms of Rigid Piles in Soft Soils Under Geosynthetic-Reinforced Embankment
Author:
Funder
National Key R&D Program of China
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s40999-019-00434-1.pdf
Reference38 articles.
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2. Borges JL, Marques DO (2011) Geosynthetic-reinforced and jet grout column-supported embankments on soft soils: numerical analysis and parametric study. Comput Geotech 38(7):883–896
3. Jamsawang P, Yoobanpot N, Thanasisathit N, Voottipruex P, Jongpradist P (2016) Three-dimensional numerical analysis of a DCM column-supported highway embankment. Comput Geotech 72:42–56
4. Chen YM, Cao WP, Chen RP (2008) An experimental investigation of soil arching within basal reinforced and unreinforced piled embankments. Geotext Geomembr 26(2):164–174
5. Liu HL, Ng CWW, Fei K (2007) Performance of a geogrid-reinforced and pile-supported highway embankment over soft clay: case study. J Geotech Geoenviron Eng ASCE 133(12):1483–1493
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