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Elsevier电子期刊(96)

在“Elsevier电子期刊”中，命中：96条，耗时：0.0169937 秒

在所有数据库中总计命中：129条

1.DEM modeling of pullout behavior of geogrid reinforced ballast: The effect of particle shape

作者：Chen-xi Miao ; Jun-jie Zheng ; ^{zhengjj@hust.edu.cn" class="auth_mail" title="E-mail the corresponding author} ; Rong-jun Zhang ; Lan Cui

关键词：Pull-out behavior ; Particle shape ; Interlocking effect ; Discrete element method

刊名：Computers and Geotechnics

出版年：2017

2.A three-dimensional finite element approach for modeling biaxial geogrid with application to geogrid-reinforced soils

作者：M.G. Hussein ^{mahmoud.hussein3@mail.mcgill.ca" class="auth_mail" title="E-mail the corresponding author} ; M.A. Meguid ; ^{mohamed.meguid@mcgill.ca" class="auth_mail" title="E-mail the corresponding author}

关键词：Geosynthetics ; Soil-structure interaction ; Biaxial geogrid ; Numerical analysis ; Index tests ; Geogrid-reinforced soil

刊名：Geotextiles and Geomembranes

出版年：2016

3.Investigation of kinematic behavior and earth pressure development of geogrid reinforced soil walls

作者：Felix Jacobs^a ; ^{jacobs@geotechnik.rwth-aachen.de" class="auth_mail" title="E-mail the corresponding author}Author Vitae ; Axel Ruiken^b ; ¹ ; ^{axel.ruiken@wf-ib.de" class="auth_mail" title="E-mail the corresponding author}Author Vitae ; Martin Ziegler^a ; ^{ziegler@geotechnik.rwth-aachen.de" class="auth_mail" title="E-mail the corresponding author}Author Vitae

关键词：Geogrid reinforced soil ; Mechanically stabilized earth walls ; Plane strain ; Model test

刊名：Transportation Geotechnics

出版年：2016

4.Performance evaluation of geogrid reinforced soil walls with marginal backfills through centrifuge model tests

作者：S. Balakrishnan¹ ; ^{sreejabalakrishnan@iitb.ac.in" class="auth_mail" title="E-mail the corresponding author} ; B.V.S. Viswanadham ; ^{viswam@civil.iitb.ac.in" class="auth_mail" title="E-mail the corresponding author}

关键词：Geosynthetics ; Reinforced soil walls ; Model tests ; Marginal fills ; Centrifuge modelling ; Pullout tests

刊名：Geotextiles and Geomembranes

出版年：2016

5.Creep behaviors and constitutive model for high density polyethylene geogrid and its application to reinforced soil retaining wall on soft soil foundation

作者：Chao Zou ; Yimin Wang ; Junyong Lin ; Yekai Chen ; ^{cheops@scut.edu.cn" class="auth_mail" title="E-mail the corresponding author}

关键词：Geogrid ; Creep ; Soft soil ; Reinforced retaining wall ; Constitutive model

刊名：Construction and Building Materials

出版年：2016

6.Performance of a geogrid reinforced soil wall on PVD drained multilayer soft soils

作者：Jian-Feng Chen^a ; Ali Tolooiyan^b ; Jian-Feng Xue^a ; ^b ; ^{jianfeng.xue@federation.edu.au" class="auth_mail" title="E-mail the corresponding author} ; Zhen-Ming Shi^a

关键词：Geosynthetics ; 3D FEM analysis ; Geogrid reinforced wall ; PVD failure ; Smear effect

刊名：Geotextiles and Geomembranes

出版年：2016

7.Mesh-free analysis applied in reinforced soil slopes

作者：Emad Ghazavi Baghini^a ; ^{ghazavi.emad@gmail.com" class="auth_mail" title="E-mail the corresponding author} ; Mohammad Mohsen Toufigh^a ; Vahid Toufigh^b

关键词：Natural element method ; Reinforced soil slope ; Soil-geogrid interaction ; Mesh-free

刊名：Computers and Geotechnics

出版年：2016

8.Mechanistic-empirical approach to characterizing permanent deformation of reinforced soft soil subgrade

作者：Xiaochao Tang^a ; ^{xtang@widener.edu" class="auth_mail" title="E-mail the corresponding author} ; Shelley M. Stoffels^b ; ^{sms26@engr.psu.edu" class="auth_mail" title="E-mail the corresponding author} ; Angelica M. Palomino^c ; ^{apalomin@utk.edu" class="auth_mail" title="E-mail the corresponding author}

关键词：Geosynthetics ; Mechanistic-empirical approach ; Geogrids ; Soft soil subgrade ; Permanent deformation

刊名：Geotextiles and Geomembranes

出版年：2016

9.Mitigating the bridge end bump problem: A case study of a new approach slab system with geosynthetic reinforced soil foundation

作者：Qiming Chen ^{qchen1@lsu.edu" class="auth_mail" title="E-mail the corresponding author} ; Murad Abu-Farsakh ; ^{cefars@lsu.edu" class="auth_mail" title="E-mail the corresponding author}

关键词：Geosynthetics ; Reinforced soil foundation ; Bridge end bump ; Differential settlement ; International Roughness Index

刊名：Geotextiles and Geomembranes

出版年：2016

10.Feasibility study of copper slag as a structural fill in reinforced soil structures

作者：P.S. Prasad^a ; ^{pulikanti@gmail.com" class="auth_mail" title="E-mail the corresponding author} ; G.V. Ramana^b ; ¹ ; ^{gvramanaiitdelhi@gmail.com" class="auth_mail" title="E-mail the corresponding author} ; ^{ramana@civil.iitd.ac.in" class="auth_mail" title="E-mail the corresponding author}

关键词：Geosynthetics ; Copper slag ; Structural fill ; Pullout resistance ; Stick &ndash ; slip behaviour ; Reinforced soil structures

刊名：Geotextiles and Geomembranes

出版年：2016

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