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Zhang, Qingwen, Ye, Guanbao, Zhang, Zhen (2023) Consolidation calculation of a foundation partially penetrated by concrete‐cored gravel (CCG) columns. International Journal for Numerical and Analytical Methods in Geomechanics, 47 (4) 627-647 doi:10.1002/nag.3485

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Reference TypeJournal (article/letter/editorial)
TitleConsolidation calculation of a foundation partially penetrated by concrete‐cored gravel (CCG) columns
JournalInternational Journal for Numerical and Analytical Methods in Geomechanics
AuthorsZhang, QingwenAuthor
Ye, GuanbaoAuthor
Zhang, ZhenAuthor
Year2023 (March)Volume47
Issue4
PublisherWiley
DOIdoi:10.1002/nag.3485Search in ResearchGate
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Mindat Ref. ID15704032Long-form Identifiermindat:1:5:15704032:8
GUID0
Full ReferenceZhang, Qingwen, Ye, Guanbao, Zhang, Zhen (2023) Consolidation calculation of a foundation partially penetrated by concrete‐cored gravel (CCG) columns. International Journal for Numerical and Analytical Methods in Geomechanics, 47 (4) 627-647 doi:10.1002/nag.3485
Plain TextZhang, Qingwen, Ye, Guanbao, Zhang, Zhen (2023) Consolidation calculation of a foundation partially penetrated by concrete‐cored gravel (CCG) columns. International Journal for Numerical and Analytical Methods in Geomechanics, 47 (4) 627-647 doi:10.1002/nag.3485
In(2023, March) International Journal for Numerical and Analytical Methods in Geomechanics Vol. 47 (4) Wiley

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Zhang, Qingwen, Zhang, Zhen, Ye, Guanbao, Xu, Yan, Chan, Albert P. C. (2023) Plane Strain Simplified Analysis of Consolidation of a Foundation Penetrated by Concrete-Cored Gravel Columns. International Journal of Geomechanics, 23 (3) doi:10.1061/ijgnai.gmeng-8004
Rao, Fengrui, Xu, Yan, Zhang, Zhen, Ye, Guanbao, Chen, Tianxiong (2024) Analytical Solution for Consolidation of Soft Soil with Partially Penetrated Stiffened Deep-Mixed Columns under an Embankment. International Journal of Geomechanics, 24 (6) doi:10.1061/ijgnai.gmeng-9281
Gong, Jiaming, Qin, Aifang (2023) Analytical solution for axisymmetric consolidation of unsaturated composite foundation incorporating permeable columns and impermeable columns. International Journal for Numerical and Analytical Methods in Geomechanics, 47 (4) 609-626 doi:10.1002/nag.3484
Zhang, Zhen, Rao, Fengrui, Ye, Guanbao (2020) Analytical modeling on consolidation of stiffened deep mixed column‐reinforced soft soil under embankment. International Journal for Numerical and Analytical Methods in Geomechanics, 44. 137-158 doi:10.1002/nag.3020
Li, Chuanxun, Lu, Xiangzong (2025) Analytical Solutions for Composite Foundations Reinforced by Partially Penetrated Stone Columns and Vertical Drains. International Journal for Numerical and Analytical Methods in Geomechanics, 49 (1). doi:10.1002/nag.3874
Xie, Kang-He, Lu, Meng-Meng, Liu, Gan-Bin (2009) Equal strain consolidation for stone columns reinforced foundation. International Journal for Numerical and Analytical Methods in Geomechanics, 33. 1721-1735 doi:10.1002/nag.790
Zaman, Musharraf, Taheri, Michael R., Alvappillai, A. (1991) Dynamic response of a thick plate on viscoelastic foundation to moving loads. International Journal for Numerical and Analytical Methods in Geomechanics, 15. 627-647 doi:10.1002/nag.1610150903
Yu, Chunliang, Zhang, Aijun, Wang, Yuguo, Ren, Wenyuan (2020) Analytical solution for consolidation of combined composite foundation reinforced with penetrated impermeable columns and partially penetrated permeable stone columns. Computers and Geotechnics, 124. 103606pp. doi:10.1016/j.compgeo.2020.103606
Xu, Jin, Liu, Lei, Zhang, Hao (2023) Drawdown‐induced consolidation of aquifer systems considering water‐table decline. International Journal for Numerical and Analytical Methods in Geomechanics, 47 (11) 2049-2063 doi:10.1002/nag.3550
Ye, Guan-Bao, Rao, Feng-Rui, Zhang, Zhen (2022) Rheological Consolidation of Partially Penetrated Deep Mixed Column-Reinforced Soft Soil under Rigid Foundation. International Journal of Geomechanics, 22 (5) doi:10.1061/(asce)gm.1943-5622.0002367
Zhang, Chaozhe, Liu, Songyu, Zhang, Dingwen, Wang, Zhen, Li, Hongjiang, Zhang, Guokai (2025) Analytical and numerical investigation of soil arching effect of the composite foundation reinforced by penetrated PCCSs and partially penetrated DM columns under embankment loading. Computers and Geotechnics, 180. doi:10.1016/j.compgeo.2025.107063
 
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