Three-dimensional DEM modeling of the stress–strain behavior for the gap-graded soils subjected to internal erosion (English)
- New search for: Zhang, Fengshou
- New search for: Li, Mengli
- New search for: Peng, Ming
- New search for: Chen, Chen
- New search for: Zhang, Limin
- New search for: Zhang, Fengshou
- New search for: Li, Mengli
- New search for: Peng, Ming
- New search for: Chen, Chen
- New search for: Zhang, Limin
In:
Acta Geotechnica
;
14
, 2
;
487-503
;
2018
- Article (Journal) / Electronic Resource
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Title:Three-dimensional DEM modeling of the stress–strain behavior for the gap-graded soils subjected to internal erosion
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Contributors:Zhang, Fengshou ( author ) / Li, Mengli ( author ) / Peng, Ming ( author ) / Chen, Chen ( author ) / Zhang, Limin ( author )
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Published in:Acta Geotechnica ; 14, 2 ; 487-503
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Publisher:
- New search for: Springer Berlin Heidelberg
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Place of publication:Berlin/Heidelberg
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Publication date:2018-05-04
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Size:17 pages
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ISSN:
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DOI:
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Type of media:Article (Journal)
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Type of material:Electronic Resource
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Language:English
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Keywords:
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Source:
Table of contents – Volume 14, Issue 2
The tables of contents are generated automatically and are based on the data records of the individual contributions available in the index of the TIB portal. The display of the Tables of Contents may therefore be incomplete.
- 253
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A fabric-based sand plasticity model with reversal surfaces within anisotropic critical state theoryPapadimitriou, Achilleas G. / Chaloulos, Yannis K. / Dafalias, Yannis F. et al. | 2018
- 279
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A two-surface plasticity model for cyclic behavior of saturated clayChen, Ren-Peng / Zhu, Shu / Hong, Peng-Yun / Cheng, Wei / Cui, Yu-Jun et al. | 2019
- 295
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Simulation of long-term thermo-mechanical response of clay using an advanced constitutive modelZymnis, Despina M. / Whittle, Andrew J. / Cheng, Xiaohui et al. | 2018
- 313
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A unified constitutive model for unsaturated soil under monotonic and cyclic loadingXiong, Yong-lin / Ye, Guan-lin / Xie, Yi / Ye, Bin / Zhang, Sheng / Zhang, Feng et al. | 2018
- 329
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A critical state constitutive model for clean and silty sandWei, X. / Yang, J. et al. | 2018
- 347
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Implementation of a hydromechanical elastoplastic constitutive model for fully coupled dynamic analysis of unsaturated soils and its validation using centrifuge test resultsZhang, Bo / Muraleetharan, Kanthasamy K. et al. | 2018
- 361
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Shear strength behavior and parameters of microbial gellan gum-treated soils: from sand to clayChang, Ilhan / Cho, Gye-Chun et al. | 2018
- 377
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XFEM-based cohesive zone approach for modeling near-wellbore hydraulic fracture complexityFeng, Yongcun / Gray, K. E. et al. | 2018
- 403
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A 2D coupled hydro-thermal model for the combined finite-discrete element methodYan, Chengzeng / Jiao, Yu-Yong / Yang, Shengqi et al. | 2018
- 417
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Hydromechanical behavior of unsaturated soil with different initial densities over a wide suction rangeGao, You / Sun, De’an / Zhu, Zancheng / Xu, Yongfu et al. | 2018
- 429
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Sampling of Mars analogue materials in a laboratory environmentKömle, Norbert I. / Tiefenbacher, Patrick / Pitcher, Craig / Richter, Lutz / Tattusch, Tim / Paul, Robert et al. | 2018
- 443
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Effects of confining pressure and loading path on deformation and strength of cohesive granular materials: a three-dimensional DEM analysisZhang, Yulong / Shao, Jianfu / Liu, Zaobao / Shi, Chong / Saxcé, Géry et al. | 2018
- 461
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Axial load tests and numerical modeling of single-helix piles in cohesive and cohesionless soilsLi, Weidong / Deng, Lijun et al. | 2018
- 477
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Analysis of the pipe depth development in small-scale backward erosion piping experimentsVandenboer, Kristine / van Beek, Vera M. / Bezuijen, Adam et al. | 2018
- 487
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Three-dimensional DEM modeling of the stress–strain behavior for the gap-graded soils subjected to internal erosionZhang, Fengshou / Li, Mengli / Peng, Ming / Chen, Chen / Zhang, Limin et al. | 2018
- 505
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Analysis of the shape effect on the axial performance of a waveform micropile by centrifuge model testsJang, Young-Eun / Han, Jin-Tae et al. | 2018
- 519
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Experimental investigation on the effect of wear flat inclination on the cutting response of a blunt tool in rock cuttingRostamsowlat, Iman / Richard, Thomas / Evans, Brian et al. | 2018
- 535
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Influence of pore pressure on plastic deformation and strength of limestone under compressive stressHan, B. / Shen, W. Q. / Xie, S. Y. / Shao, J. F. et al. | 2018
- 547
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Measurement of the deformation of sand in a plane strain compression experiment using incremental digital image correlationWang, Pengpeng / Sang, Yong / Shao, Longtan / Guo, Xiaoxia et al. | 2018
- 559
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Factors influencing the accuracy of the photogrammetry-based deformation measurement methodLi, Lin / Zhang, Xiong et al. | 2018
- 575
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Discussion of “On the soil water characteristic curves of poorly graded granular materials in aqueous polymer solutions” by Junnan Cao, Jongwon Jung, Xiaoyu Song and Bate Bate, Acta Geotechnica, 2018, 13(1):103–116Liu, Peng / Liu, Xiaoming et al. | 2019
- 577
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Reply to “Discussion of ‘On the soil water characteristic curves of poorly graded granular materials in aqueous polymer solutions’ by Junnan Cao, Jongwon Jung, Xiaoyu Song and Bate Bate, Acta Geotechnica, 2018, 13(1):103–116” by Peng Liu and Xiaoming LiuChen, Zejian / Cao, Junnan / Bate, Bate / Song, Xiaoyu et al. | 2019
- 579
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Estimation of static earth pressures for a sloping cohesive backfill using extended Rankine theory with a composite log-spiral failure surfaceXu, Shi-Yu / Lawal, Abiodun Ismail / Shamsabadi, Anoosh / Taciroglu, Ertugrul et al. | 2018
- 595
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Correction to: Estimation of static earth pressures for a sloping cohesive backfill using extended Rankine theory with a composite log-spiral failure surfaceXu, Shi-Yu / Lawal, Abiodun Ismail / Shamsabadi, Anoosh / Taciroglu, Ertugrul et al. | 2018