ROCK AND SOIL MECHANICS -WUHAN-
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Table of contents
- 1217
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A nonlinear constitutive model for municipal solid waste considering effects of degradationKe, H. / Guo, C. / Chen, Y.-m. et al. | 2014
- 1224
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Relative displacements in semi-infinite planeLei, G.-h. / Sun, H.-s. / Ng, C.W.W. et al. | 2014
- 1231
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Inter-particle bonded model of deep-sea methane hydrate-bearing soil considering methane hydrate bond thicknessJiang, M.-j. / He, J. / Zhou, Y.-p. et al. | 2014
- 1241
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Centrifuge model test and in-site observation on behaviors of side-grouting uplift pileQian, J.-g. / Ma, X. / Li, W.-w. et al. | 2014
- 1247
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Experiment study of effect of coal permeability under thermal effect of cavitation water jetsLu, Y.-y. / Ding, H. / Ge, Z.-l. et al. | 2014
- 1255
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Development and its application of shakedown theory for road pavementsWang, J. / Yu, H.-s. et al. | 2014
- 1263
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Model test of a capillary barrier evapotranspiration cover for landfillsZhang, W.-j. / Lin, W. / Dong, L.-b. et al. | 2014
- 1269
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Research on strength behavior of rock mass containing discontinuous joints by direct shear test under different joint surface morphologiesLiu, Y.-m. / Liu, J. / Xia, C.-c. et al. | 2014
- 1275
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One-dimensional swelling-compression characteristics of Jingmen weak expansive soil under different compactnessesZhou, B.-c. / Zhang, Y.-j. / Tang, Z.-s. et al. | 2014
- 1284
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Study of modified coefficient of dynamic penetration rod lengthZuo, Y.-z. / Cheng, Z.-l. / Ding, H.-s. et al. | 2014
- 1289
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Investigation on permeability of sands with different particle sizesSu, L.-j. / Zhang, Y.-j. / Wang, T.-x. et al. | 2014
- 1295
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Penetration mechanism of jacked PHC pipe piles based on pile stress measurementKou, H.-l. / Zhang, M.-y. et al. | 2014
- 1303
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Study of simplifying solution to consolidation of composite ground with partially penetrated granular columnsZhang, Y.-g. / Sun, M. / Xie, K.-h. et al. | 2014
- 1311
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Threshold strain study of dynamic Bouc-Wen model for soilsLu, L.-x. / Chi, S.-c. et al. | 2014
- 1317
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Anisotropic properties of deformation parameters and its mechanism of Wudang group schistWang, Z.-q. / Yan, E.-c. / Liu, Y.-x. et al. | 2014
- 1323
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Slope back analysis based on slip surface depth under Mohr-Coulomb criterionSun, Z.-b. / Yang, X.-l. / Zhang, S. et al. | 2014
- 1329
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Theoretically predicting instability of static liquefaction of saturated soilsLu, X.-l. / Lai, H.-b. / Huang, M.-s. et al. | 2014
- 1334
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Experimental study of mechanical characteristics of coal-serial mudstone under different temperaturesZha, W.-h. / Song, X.-l. / Wu, T.-f. et al. | 2014
- 1340
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Predictive models for permanent displacement of slopes induced by near-fault pulse-like ground motionsGao, G.-y. / Song, J. et al. | 2014
- 1348
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Study of lateral dynamic impedance of pipe pile in saturated soilLiu, L.-c. / Yan, Q.-f. et al. | 2014
- 1357
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Support effects of anchor bolt, shotcrete and U-steel in elastoplastic stage of surrounding rockHou, G.-y. / Li, J.-j. / Yang, Y. et al. | 2014
- 1367
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Bearing capacity and load transfer mechanism of static drill rooted nodular pilesZhou, J.-j. / Wang, K.-h. / Gong, X.-n. et al. | 2014
- 1377
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Model of gas leak flow coupled solid and gas for exploiting of steep-inclined upper-protective layer and its protection scopeWang, H.-t. / Huang, G.-l. / Yuan, Z.-g. et al. | 2014
- 1383
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Seismic stability evaluation for bank sections of gravity dams in gorge areaWang, C. / Zhang, S.-r. / Yu, M. et al. | 2014
- 1391
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Stability and tangential strain analysis of large-scale compressed air energy storage cavernXia, C.-c. / Zhang, P.-y. / Zhou, S.-w. et al. | 2014
- 1399
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A probabilistic analysis of key block stability in jointed rock massesZhang, R.-x. / Li, Z.-q. / Zhao, H.-z. et al. | 2014
- 1406
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Research on bearing behaviors of large-diameter rock-socketed piles through distributed optical fiber sensing technologyLuo, Y. / Li, C.-f. / Xing, H.-f. et al. | 2014
- 1413
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A practical method for calculating layerwise rebound at the bottom of foundation pitYang, J.-m. / Li, J. et al. | 2014
- 1421
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Mechanism of rock strata movement caused by underground mining in Chengchao iron mineCheng, G.-w. / Chen, C.-x. / Shen, Q. et al. | 2014
- 1430
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Instability criterion of three-dimensional slope based on strength reduction methodZhou, Y.-f. / Deng, J.-h. / Cui, Y.-l. et al. | 2014
- 1438
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Research on pile-rock joint mechanical properties considering pile-rock interface rheologyXue, F.-z. / Tian, J. / Wang, Z.-k. et al. | 2014
- 1445
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Debris flow susceptibility analysis based on theories of minimum entropy and uncertainty measurementShan, B. / Chen, J.-p. / Wang, Q. et al. | 2014
- 1455
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Three-dimensional modeling for numerical simulation of arch dam abutment rock mass structuresShen, H. / Luo, X.-q. / Zheng, A.-x. et al. | 2014
- 1461
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Numerical simulation for influences of pressure solution on thermo-hydro-mechanical coupling in granule aggregate rockZhang, Y.-j. / Yang, C.-s. / Xu, G. et al. | 2014
- 1470
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An explanation of delay of pore water pressure based on dynamic effect due to loadingLiu, Z.-y. / Li, D.-y. et al. | 2014
- 1475
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Numerical simulation of damage mechanism of abrasive water jet impaction on rockMu, C.-m. / Rong, L.-f. et al. | 2014
- 1482
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Local average method of triangular elements for discretization of random field of geotechnical parametersWang, T. / Zhou, G.-q. / Yin, Q.-x. et al. | 2014
- 1489
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Applicability of wetting front advancing method for measuring hydraulic conductivities of unsaturated soilLi, X. / Fan, Y.-k. / Huang, X. et al. | 2014
- 1495
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Application of 3D laser scanning technology to landslide physical model testMa, J.-w. / Tang, H.-m. / Hu, X.-l. et al. | 2014
- 1506
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Geostress measurement using rheological stress recovery method and its equipmentZhang, F. / Liu, Q.-s. / Zhang, C.-y. et al. | 2014
- 1514
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A method for testing dynamic mouduli of subgradeYang, B. / Zhang, R. / Zha, X.-d. et al. | 2014