ROCK AND SOIL MECHANICS -WUHAN-
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Table of contents
- 3201
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Study of incremental rheological model of coarse grained material for embankmentZhu, S. / Wang, Y.-m. / Xu, Q. et al. | 2011
- 3207
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Study of elastoplastic constitutive model of strongly weathered granite Part I : Theoretical model and parameter inversionChen, W.-z. / Cao, J.-j. / Yu, H.-d. et al. | 2011
- 3212
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Experimental study of strength property of slip zone soilsChen, X.-p. / Huang, J.-w. / Yin, S.-h. et al. | 2011
- 3219
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A new method for determining mechanical parameters of joints based on triaxial compressive test for rock massWang, Z.-y. / Duan, P.-j. et al. | 2011
- 3225
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Interface property between sand and reinforced geomembraneGao, J.-l. / Zhang, M.-x. / Zhang, W.-j. et al. | 2011
- 3231
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Experimental study of homogeneous bank caving and phreatic line during uniform rising water levelWang, J.-j. / Liu, Y.-x. et al. | 2011
- 3237
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Nonstationary parameter fractional Burgers model of rock creepKang, Y.-g. / Zhang, X.-e. et al. | 2011
- 3242
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Study of model tests of soft soil foundation by dynamic drainage consolidationXue, R. / Li, G.-h. et al. | 2011
- 3249
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Experimental study of stress path of soft soils in influence range of foundation pitChen, L.-j. / Dai, Z.-h. / Liu, Z.-w. et al. | 2011
- 3258
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Experimental study of influence of matric suction on disintegration of unsaturated remolded loessWang, J.-e. / Xiang, W. / Bi, R.-n. et al. | 2011
- 3263
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Analysis of displacement field and strain field of clay soil slopes under loadingWang, W. / Wang, Z.-h. / Xu, Z.-j. et al. | 2011
- 3269
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Experimental investigation on influencing factors in soil resistivity measurementZhou, M. / Wang, J.-g. / Huang, S.-b. et al. | 2011
- 3276
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Viscosity coefficient of structural soft clayZhang, X.-w. / Wang, C.-m. et al. | 2011
- 3283
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Study of rate-dependence and hardening-softening characteristics of rock and soil materialWang, X.-p. / Xia, X. et al. | 2011
- 3288
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Experimental study of reinforced effect of bolt in 3D surface fractured specimens under uniaxial compressionZhang, N. / Li, S.-c. / Li, M.-t. et al. | 2011
- 3295
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Study of a combined panel earth retaining wall reinforced with double twisted hexagonal wire mesh by using site testLiu, Z. / Huang, X.-j. / Yang, G.-l. et al. | 2011
- 3301
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Testing study of long-term strength characteristics of red sandstoneShen, M.-r. / Chen, H.-j. et al. | 2011
- 3306
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Stability evaluation and supporting scheme for deepening excavation of existing foundation pitCai, H.-b. / Wu, S.-c. / Zhou, Y. et al. | 2011
- 3312
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Limit analysis of slope stability based on nonlinear failure criterionZhang, Y.-b. / Li, L. / Zhao, L.-h. et al. | 2011
- 3319
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Safety analysis and evaluation of piled raft foundation for Shanghai Center TowerYuan, J.-y. / Kong, J. / Zhao, X.-h. et al. | 2011
- 3325
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Theoretical analysis of new high stress criterion based on the Hoek-Brown criterionWang, C.-h. / Guo, Q.-l. / Jia, L. et al. | 2011
- 3333
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Field measurement and analysis of working properties of abutment pile in deep silt foundationYue, J. / Leng, W.-m. / Nie, R.-s. et al. | 2011
- 3341
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Study of post-construction settlement combination forecast method of high-speed railway bridge pile foundationLeng, W.-m. / Yang, Q. / Nie, R.-s. et al. | 2011
- 3349
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Stability and reinforcement analysis of rock and soil slope based on deformation reinforcement theoryLiu, Y.-r. / Huang, Y.-q. / Yang, Q. et al. | 2011
- 3355
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Three-point modified exponential curve method for predicting subgrade settlementsChen, S.-x. / Wang, X.-y. / Xu, X.-c. et al. | 2011
- 3361
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Effective stress study of seismic residual deformations of caisson quay wall in liquefied foundationWang, L.-y. / Chen, X.-x. / Liu, H.-l. et al. | 2011
- 3368
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Research on method for detecting integrity of grouted rock boltsZhang, S.-p. / Zhang, C.-s. / Bai, Y.-l. et al. | 2011
- 3373
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Mechanical response analysis of buried pipeline crossing mining subsidence areaWang, X.-l. / Shuai, J. / Zhang, J.-q. et al. | 2011
- 3379
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Discussion of strength value for interlayer shear beltJiang, Q. / Feng, X.-t. / Zhou, H. et al. | 2011
- 3387
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Analysis of influence of metro tunnel crossing angles on ground buildingsDing, Z.-d. / Peng, L.-m. / Shi, C.-h. et al. | 2011
- 3393
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Research of 3D modeling and visualization for highway slopes based on GISChen, G.-l. / Zhang, Y.-h. / Sheng, Q. et al. | 2011
- 3399
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Analysis of sampling in rock mechanics test and compressive strength prediction methodsDeng, H.-f. / Li, J.-l. / Deng, C.-j. et al. | 2011
- 3404
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Application of replacement method to preventing frost heave damage of geogridsXing, S. / Suzuki, T. / Li, Y.-b. et al. | 2011
- 3409
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Discussion of computational method of rock elastic modulus on in-situ direct shear testChen, J.-s. / Chen, C.-x. / Lu, Z.-d. et al. | 2011
- 3414
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Elastoplastic solution for interaction between slipping soil and adjacent pilesHu, J.-r. / Wang, J.-c. / Zhu, X.-r. et al. | 2011
- 3420
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Study of surrounding rock damage induced by tunnel boring machine driving tunnel at West Route of South to North Water Transfer ProjectLeng, X.-l. / Sheng, Q. / He, E.-g. et al. | 2011
- 3427
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Influence of earth berm on embedment depth of cantilever retaining structure for pit excavationLi, S.-q. / Zheng, G. / Wang, Y.-h. et al. | 2011
- 3432
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Empirical method for determining thawing volume compression coefficient of frozen soilYang, F.-x. / Zhang, X.-f. / Leng, Y.-f. et al. | 2011
- 3437
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Research on estimation of slope stability based on improved grey correlation analysis and analytic hierarchy processDing, L.-h. et al. | 2011
- 3442
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Effect of lateral artificial boundary on random seismic response of soil layerChen, Q.-j. / Yang, Y.-s. et al. | 2011
- 3448
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Model experiment and numerical simulation of flow and heat transfer for sand-filled fractured rock modelLu, W. / Xiang, Y.-y. / Tang, C. et al. | 2011
- 3455
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Resistance network analog for one-dimensional consolidation of saturated soilXie, X.-y. / Wang, L. / Liu, K.-f. et al. | 2011
- 3461
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Three-dimensional nonlinear analysis of seismic ground response of soft soils in ShanghaiChen, Q.-s. / Gao, G.-y. / He, J.-f. et al. | 2011
- 3468
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Numerical analysis of influence of rock mesostructure on its deformation and strengthYu, Q.-l. / Yang, T.-h. / Zheng, C. et al. | 2011
- 3473
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Seepage field 3D finite element simulation of concrete faced rockfill dam under failure condition of vertical fractureChen, S.-k. / Yan, J. / Li, J.-m. et al. | 2011
- 3479
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Study of 3D finite element tetrahedral mesh automatic generation for complex regionsWu, H.-z. / Jiao, Y.-y. / Li, H.-b. et al. | 2011
- 3487
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Three-dimensional numerical analysis of stability of large-scale landslide accumulation bodyZhang, Y. / Xu, W.-y. / Shi, C. et al. | 2011
- 3497
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A finite element solution for multi-block contact problems and its application to simulating rock discontinuitiesJiang, Y.-s. / Su, C. et al. | 2011
- 3503
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Based on orthogonal design to optimize water sealed underground oil storage cavernsSong, K. / Yan, E.-c. / Yang, J. et al. | 2011
- 3508
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An equivalent far-field artificial dynamic-boundary condition for one-dimensional problemWu, Y. et al. | 2011
- 3515
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Secondary development and application of an elastoplastic constitutive model based on Zienkiewicz-Pande yield criterion in FLAC^3^DZuo, S.-y. / Xiao, M. / Chen, J.-t. et al. | 2011