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Lu, Weihua, Miao, Linchang (2015) A simplified 2-D evaluation method of the arching effect for geosynthetic-reinforced and pile-supported embankments. Computers and Geotechnics, 65. 97-103 doi:10.1016/j.compgeo.2014.11.014

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Reference TypeJournal (article/letter/editorial)
TitleA simplified 2-D evaluation method of the arching effect for geosynthetic-reinforced and pile-supported embankments
JournalComputers and Geotechnics
AuthorsLu, WeihuaAuthor
Miao, LinchangAuthor
Year2015 (April)Volume65
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2014.11.014Search in ResearchGate
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Mindat Ref. ID1006471Long-form Identifiermindat:1:5:1006471:9
GUID0
Full ReferenceLu, Weihua, Miao, Linchang (2015) A simplified 2-D evaluation method of the arching effect for geosynthetic-reinforced and pile-supported embankments. Computers and Geotechnics, 65. 97-103 doi:10.1016/j.compgeo.2014.11.014
Plain TextLu, Weihua, Miao, Linchang (2015) A simplified 2-D evaluation method of the arching effect for geosynthetic-reinforced and pile-supported embankments. Computers and Geotechnics, 65. 97-103 doi:10.1016/j.compgeo.2014.11.014
In(2015) Computers and Geotechnics Vol. 65. Elsevier BV

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Zhang, Chonglei, Jiang, Guanlu, Liu, Xianfeng, Buzzi, Olivier (2016) Arching in geogrid-reinforced pile-supported embankments over silty clay of medium compressibility: Field data and analytical solution. Computers and Geotechnics, 77. 11-25 doi:10.1016/j.compgeo.2016.03.007
Lai, Han-Jiang, Zheng, Jun-Jie, Zhang, Jun, Zhang, Rong-Jun, Cui, Lan (2014) DEM analysis of “soil”-arching within geogrid-reinforced and unreinforced pile-supported embankments. Computers and Geotechnics, 61. 13-23 doi:10.1016/j.compgeo.2014.04.007
Pham, Tuan A. (2020) Analysis of geosynthetic-reinforced pile-supported embankment with soil-structure interaction models. Computers and Geotechnics, 121. 103438 doi:10.1016/j.compgeo.2020.103438
Feng, Shi-Jin, Ai, Shu-Gang, Chen, H.X. (2017) Estimation of arching effect in geosynthetic-reinforced structures. Computers and Geotechnics, 87. 188-197 doi:10.1016/j.compgeo.2017.02.014
Huang, Jie, Han, Jie (2010) Two-dimensional parametric study of geosynthetic-reinforced column-supported embankments by coupled hydraulic and mechanical modeling. Computers and Geotechnics, 37. 638-648 doi:10.1016/j.compgeo.2010.04.002
Lai, Han-Jiang, Zheng, Jun-Jie, Zhang, Rong-Jun, Cui, Ming-Juan (2018) Classification and characteristics of soil arching structures in pile-supported embankments. Computers and Geotechnics, 98. 153-171 doi:10.1016/j.compgeo.2018.02.007
Zhang, Ling, Zhao, Minghua, Hu, Yuxia, Zhao, Heng, Chen, Bingchu (2012) Semi-analytical solutions for geosynthetic-reinforced and pile-supported embankment. Computers and Geotechnics, 44. 167-175 doi:10.1016/j.compgeo.2012.04.001
He, Wei, Yang, Kaibo, Yin, Pingbao (2025) Numerical analysis of soil arching and critical height in column-supported embankments using the Material Point Method. Computers and Geotechnics, 184. doi:10.1016/j.compgeo.2025.107229
Borges, José Leitão, Marques, Daniela Oliveira (2011) Geosynthetic-reinforced and jet grout column-supported embankments on soft soils: Numerical analysis and parametric study. Computers and Geotechnics, 38. 883-896 doi:10.1016/j.compgeo.2011.06.003
Zhou, Yang, Kong, Gangqiang, Wen, Lei, Yang, Qing (2021) Evaluation of geosynthetic-encased column-supported embankments with emphasis on penetration of column toe. Computers and Geotechnics, 132. 104039pp. doi:10.1016/j.compgeo.2021.104039
 
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