Two-dimensional simulation with DEM of stability of single pile in man-made bedding (Unknown)
- New search for: Zhao, H.
- New search for: Liu, J.
- New search for: Zhao, H.
- New search for: Liu, J.
In:
ROCK AND SOIL MECHANICS -WUHAN-
;
29
, 12
;
3407-3411
;
2008
-
ISSN:
- Article (Journal) / Print
-
Title:Two-dimensional simulation with DEM of stability of single pile in man-made bedding
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Contributors:
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Published in:ROCK AND SOIL MECHANICS -WUHAN- ; 29, 12 ; 3407-3411
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Publisher:
- New search for: JOURNAL OFFICE OF ROCK AND SOIL MECHANICS
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Publication date:2008-01-01
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Size:5 pages
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ISSN:
-
Type of media:Article (Journal)
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Type of material:Print
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Language:Unknown
- New search for: 624.1513
- Further information on Dewey Decimal Classification
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Classification:
DDC: 624.1513 -
Source:
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Table of contents – Volume 29, Issue 12
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.
- 3179
-
Research on critical undrained strength of K~0 consolidated soft claysWang, Q.-s. et al. | 2008
- 3186
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Dynamic response of layered saturated soil under moving loadsXu, B. / Lu, J.-f. / Wang, J.-h. et al. | 2008
- 3193
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Strength characteristics of expansive soil considering effect of hydrous stateLi, X.-w. / Kong, L.-w. / Guo, A.-g. et al. | 2008
- 3199
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Numerical simulation of sand deformation under monotonic loading and mesomechanical analysisLiu, Y. / Wu, S.-c. / Zhou, J. et al. | 2008
- 3205
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Large scale direct shear test on strength behavior of railway moraine soils in YunnanFeng, J.-d. / Li, J.-g. / Wang, R. et al. | 2008
- 3211
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Experimental study of cyclic shear behaviour of silty soils in Yellow River DeltaLuan, M.-t. / He, Y. / Xu, C.-s. et al. | 2008
- 3217
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Cyclic softening-pore pressure generation model for overconsolidated clay under cyclic loadingWang, J. / Cai, Y.-q. / Li, X.-b. et al. | 2008
- 3223
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Experimental study of mechanical behavior of structured clayChen, X.-p. / Zeng, L.-l. / Lu, J. et al. | 2008
- 3229
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Stability analysis of soil slopes considering saturated and unsaturated seepage effectLiao, H.-j. / Ji, J. / Zeng, J. et al. | 2008
- 3235
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Conception of using SBQ as reference of sand soil tunnel surrounding rock classficationWang, M.-n. / Wang, Y.-s. / Li, Y.-w. et al. | 2008
- 3241
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Upper bound method for calculation of soil nail forces in homogeneous soilGuo, Y.-C. / Qin, H.-L. et al. | 2008
- 3246
-
Multi straight line analytical method for estimating aquifer parameters from recovery test dataGuo, J.-q. / Zhou, H.-f. / Li, Y. et al. | 2008
- 3251
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Numerical analysis of influence of central angle of flats on tensile strength of granite in split test with flattened diskYu, Q.-l. / Tang, C.-a. / Yang, T.-h. et al. | 2008
- 3256
-
Monitoring and controlling technology for vibration effect due to deep and thick silt by blasting compactionXu, X.-y. / Wang, R. / Meng, Q.-s. et al. | 2008
- 3261
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Model test of twin-bore metro station constructed with expanding shield tunnelLi, W. / He, C. / Zhang, H.-b. et al. | 2008
- 3266
-
Analysis of surge triggered by Dayantang landslide in Shuibuya reservoir of Qingjiang riverYin, K.-l. / Du, J. / Wang, Y. et al. | 2008
- 3271
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Comparative experimental research on dynamic deformation behaviors of lightweight sand-EPS beads soil with sandsGao, Y.-f. / Tong, R.-m. / Li, B. et al. | 2008
- 3277
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Model experimental research on compacting effect of concreting for overlength and large-diameter bored pileChen, Z.-j. / Liu, Y.-j. et al. | 2008
- 3282
-
Study of stress-strain relationships and strength characteristics of saturated saline frozen silty clayYang, C.-s. / He, P. / Cheng, G.-d. et al. | 2008
- 3287
-
The microstructure property on Shanghai mucky clay and its structural evolution during one dimensional consolidation testKong, L.-r. / Huang, H.-w. / Hicher, P.Y. et al. | 2008
- 3293
-
Experimental investigation of static liquefaction of saturated loessJin, Y.-l. / Dai, F.-c. et al. | 2008
- 3299
-
Longitudinal strain calculation and safety evaluation of rigid pipelinesLi, X.-g. / Wang, T. et al. | 2008
- 3303
-
Experimental study of expansive power of sandstone under high temperatureZhao, H.-b. / Yin, G.-z. / Chen, L.-j. et al. | 2008
- 3307
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Research on very-high frequency electromagnetic wave multi-parameter tomography technology and its applicationTan, H.-h. / Huang, J.-h. / Luo, Q. et al. | 2008
- 3311
-
Application of unsaturated soil constitutive model to estimation of land subsidenceWang, D.-l. / Luan, M.-t. / Yang, Q. et al. | 2008
- 3318
-
A Coulomb-plasticity based damage model for concrete and its numerical validationYang, L. / Shen, X.-p. et al. | 2008
- 3323
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Performance-based aseismic risk analysis model of concrete gravity damsShen, H.-z. / Jin, F. / Zhang, C.-h. et al. | 2008
- 3329
-
Field testing analysis of grouting impact range of grouting gravel pileZuo, W.-l. / Liu, H.-l. / Chen, Y.-h. et al. | 2008
- 3333
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An in-situ testing method of swelling pressure on expansive soilsZhou, B. / Chen, S.-x. / Yu, F. et al. | 2008
- 3337
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Experimental research on liquefaction behavior of saturated silt for Beijing-Shanghai High-speed RailwayYan, D. / Jiang, G.-l. / Liu, X.-f. et al. | 2008
- 3342
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Analytical solution for relationship between unit shaft resistance and axial strain of piles or closed diaphragm wall and its applicationWen, H. / Cheng, Q.-g. / Song, Z. et al. | 2008
- 3349
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Application of improved genetic algorithm to optimization of grouting curtain of dam foundationCui, W.-j. / Chai, J.-r. / Xu, Z.-g. et al. | 2008
- 3353
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Simplified analytical method of vertical dynamic response of cast-in-situ concrete thin-wall pipe piles in axisymmetric homogeneous viscoelastic soilDing, X.-m. / Liu, H.-l. et al. | 2008
- 3360
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Geological prediction of karst-fractured groundwater in tunnel informational constructionXue, Y.-g. / Li, S.-c. / Zhang, Q.-s. et al. | 2008
- 3365
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k2 slope monitoring and stability analysis of Yue-Gan expresswayLiu, H.-d. / Ruan, F.-p. / Li, G.-w. et al. | 2008
- 3370
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Study of p-y curve method for computing laterally loaded piles under horizontally distributed loadsZhang, J.-w. / Liu, H.-l. / Dai, Z.-h. et al. | 2008
- 3375
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Analysis of bearing capacity of subsoil under flexible and rigid shallow foundationsMa, S.-k. / Huang, M.-s. / Liu, Y.-l. et al. | 2008
- 3381
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A method based on time series improvement method of wavelet applied to deep foundation pit monitoringZhao, Y.-r. / Yuan, B.-y. et al. | 2008
- 3387
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A similarity technique for water-conveyance tunnel dynamic model test considering fluid-structure couplingLiu, J.-y. / Chen, J.-y. et al. | 2008
- 3393
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Three-dimensional nonlinear finite element simulation of excavation of the diversion tunnel No.1 for Nuozhadu Hydropower StationZhou, J.-w. / Xu, W.-y. / Tong, F.-g. et al. | 2008
- 3401
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An interaction factor approach and parametric analysis of composite foundationCao, M. / Chen, L.-z. / Chen, S.-l. et al. | 2008
- 3407
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Two-dimensional simulation with DEM of stability of single pile in man-made beddingZhao, H. / Liu, J. et al. | 2008
- 3412
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Discussion on laboratory test simulation of principal stress axes rotation induced by traffic loadingWang, C.-j. / Wen, R.-k. / Chen, Y.-m. et al. | 2008
- 3417
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Accumulating method GM(1, 1) model and prediction of of land subsidenceLi, H.-r. / Zhang, A.-g. / Ye, W.-m. et al. | 2008
- 3422
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Stochastic method for predicting ground surface settlement and deformation induced by metro double tube tunnelingLiu, D.-g. / Tao, D.-j. / Wang, M.-n. et al. | 2008
- 3427
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Reliability analysis of reservoir slope stabilityTan, X.-h. / Yu, B. / Wang, M.-s. et al. | 2008
- 3431
-
Research on 3D numerical simulation of working mechanism of CFG pile composite foundationYang, S.-b. / Shao, W.-x. / Wang, J.-y. et al. | 2008
- 3437
-
Fuzzy stochastic reliability analysis of slopesLu, X.-l. / Qian, J.-g. / Lu, L. et al. | 2008
- 3443
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Seepage-stress coupling analysis of Dayeping landslide in Linxihe Hydropower StationLuo, Y.-l. / Peng, H. et al. | 2008
- 3451
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Experimental study of whole process grouting used in tunnel passing through existing structuresPang, T.-z. et al. | 2008
- 3459
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Stability study of a fill slope at 220 kV Yanjin substationLi, H.-j. / Dai, F.-c. / Li, W.-c. et al. | 2008
- 3466
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Study of methods of triaxial numerical simulation test of glacial tillXu, D.-p. / Wang, B. / Jiang, L.-j. et al. | 2008