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Zhu, Ming-Xing, Zhang, Yanbei, Gong, Wei-Ming, Dai, Guo-Liang (2016) Discussion on “Evaluating the effect of slope angle on the distribution of the soil-pile pressure acting on stabilizing piles in sandy slopes”. Computers and Geotechnics, 79. 176-181 doi:10.1016/j.compgeo.2016.04.020

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Reference TypeJournal (article/letter/editorial)
TitleDiscussion on “Evaluating the effect of slope angle on the distribution of the soil-pile pressure acting on stabilizing piles in sandy slopes”
JournalComputers and Geotechnics
AuthorsZhu, Ming-XingAuthor
Zhang, YanbeiAuthor
Gong, Wei-MingAuthor
Dai, Guo-LiangAuthor
Year2016 (October)Volume79
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2016.04.020Search in ResearchGate
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Mindat Ref. ID1006819Long-form Identifiermindat:1:5:1006819:5
GUID0
Full ReferenceZhu, Ming-Xing, Zhang, Yanbei, Gong, Wei-Ming, Dai, Guo-Liang (2016) Discussion on “Evaluating the effect of slope angle on the distribution of the soil-pile pressure acting on stabilizing piles in sandy slopes”. Computers and Geotechnics, 79. 176-181 doi:10.1016/j.compgeo.2016.04.020
Plain TextZhu, Ming-Xing, Zhang, Yanbei, Gong, Wei-Ming, Dai, Guo-Liang (2016) Discussion on “Evaluating the effect of slope angle on the distribution of the soil-pile pressure acting on stabilizing piles in sandy slopes”. Computers and Geotechnics, 79. 176-181 doi:10.1016/j.compgeo.2016.04.020
In(2016) Computers and Geotechnics Vol. 79. Elsevier BV

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He, Yi, Hazarika, Hemanta, Yasufuku, Noriyuki, Han, Zheng (2015) Evaluating the effect of slope angle on the distribution of the soil–pile pressure acting on stabilizing piles in sandy slopes. Computers and Geotechnics, 69. 153-165 doi:10.1016/j.compgeo.2015.05.006
He, Yi, Hazarika, Hemanta, Yasufuku, Noriyuki, Han, Zheng (2016) Reply to the Discussion on “Evaluating the effect of slope angle on the distribution of the soil-pile pressure acting on stabilising piles in sandy slopes”. [Comput. Geotech. 69 (2015) 153–165]. Computers and Geotechnics, 79. 182-183 doi:10.1016/j.compgeo.2016.04.019
Zhu, Ming-xing, Zhang, Yanbei, Gong, Wei-ming, Wang, Lei, Dai, Guo-liang (2017) Generalized Solutions for Axially and Laterally Loaded Piles in Multilayered Soil Deposits with Transfer Matrix Method. International Journal of Geomechanics, 17. 4016104pp. doi:10.1061/(asce)gm.1943-5622.0000800
Bao, Ning, Chen, Jianfeng, Wang, Gonghui, Sun, Rui, Yan, Kongming (2024) Analytical prediction of displacement-dependent lateral earth pressure against stabilizing piles in sandy slopes considering arching effect. Computers and Geotechnics, 176. doi:10.1016/j.compgeo.2024.106776
Liang, Fayun, Song, Zhu, Guo, Wei Dong (2014) Group interaction on vertically loaded piles in saturated poroelastic soil. Computers and Geotechnics, 56. 1-10 doi:10.1016/j.compgeo.2013.10.003
Zhang, Jin-Zhang, Huang, Hong-Wei, Zhang, Dong-Ming, Zhou, Ming-Liang, Tang, Chong, Liu, De-Jun (2021) Effect of ground surface surcharge on deformational performance of tunnel in spatially variable soil. Computers and Geotechnics, 136. 104229pp. doi:10.1016/j.compgeo.2021.104229
Ashour, Mohamed, Ardalan, Hamed (2012) Analysis of pile stabilized slopes based on soil–pile interaction. Computers and Geotechnics, 39. 85-97 doi:10.1016/j.compgeo.2011.09.001
Chen, Wei-Yun, Wang, Zhi-Hua, Chen, Guo-Xing, Jeng, Dong-Sheng, Wu, Ming, Zhao, Hong-Yi (2018) Effect of vertical seismic motion on the dynamic response and instantaneous liquefaction in a two-layer porous seabed. Computers and Geotechnics, 99. 165-176 doi:10.1016/j.compgeo.2018.03.005
Huang, Lei, Liu, Lei-Lei, Cheng, Yung-Ming (2024) In fluence of a firm stratum on probabilistic slope stability analyses with spatially variable undrained soil strength. Computers and Geotechnics, 176. doi:10.1016/j.compgeo.2024.106782
Diao, Ying Lu, Dai, Guo Liang, Gong, Wei Ming (2011) Experimental Research on the Pile-Base Post-Grouting Effects of Piles of Liao River Bridge. Advanced Materials Research, 243. 2389-2394 doi:10.4028/www.scientific.net/amr.243-249.2389
Kim, Youngho, Jeong, Sangseom (2011) Analysis of soil resistance on laterally loaded piles based on 3D soil–pile interaction. Computers and Geotechnics, 38. 248-257 doi:10.1016/j.compgeo.2010.12.001
 
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