ROCK AND SOIL MECHANICS -WUHAN-
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.
Table of contents
- 1
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Mechanical basis and engineering significance of deformation reinforcement theoryYang, Q. / Leng, K.-d. / Liu, Y.-r. et al. | 2011
- 9
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Experimental study of mechanical behaviors of cemented tailings backfill roof with reinforcementZhao, K. / Wang, X.-j. / Liu, H.-x. et al. | 2011
- 15
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Field test research on elimination of systematic rock bolts in weak rock tunnelChen, J.-x. / Yang, S.-s. / Luo, Y.-b. et al. | 2011
- 21
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Strength of soils considering the influence of deformation bifurcation under true triaxial conditionLu, X.-l. / Huang, M.-s. / Qian, J.-g. et al. | 2011
- 27
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Changing mechanism of microstructure of intact soft clay considering anisotropyWen, X.-g. / Zhang, X. / Zhou, J. et al. | 2011
- 33
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Experimental studies of wind erosion failure of aeolian soils subgrade for desert highwayLi, C. / Gao, Y. et al. | 2011
- 39
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A small strain constitutive model based on hardening soil modelWang, H.-b. / Xu, M. / Song, E.-x. et al. | 2011
- 44
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Experimental study of factors influencing expansive soil strengthXu, B. / Yin, Z.-z. / Liu, S.-l. et al. | 2011
- 51
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Preliminary study of two-scale model for analyzing brittle rock based on asymptotic expansion methodPeng, C.-w. / Zhu, X.-r. / Wang, J.-c. et al. | 2011
- 63
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Study of deformations of surrounding rock of tunnel based on Hoek-Brown criterionWen, S. / Yang, S.-q. et al. | 2011
- 70
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Analysis of parameter sensitivity of ellipse-parabola double yield surface modelShi, J.-w. / Zhu, J.-g. / Zhang, D. et al. | 2011
- 77
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SHPB test on blasting damage protection of tunnel surrounding rockDai, R.-p. / Guo, X.-b. / Gong, Q.-m. et al. | 2011
- 84
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Mechanism analysis of phenomenon of zonal disintegration in deep tunnel model test under high geostressChen, X.-g. / Zhang, Q.-y. et al. | 2011
- 91
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Experimental study of effects of pollution on electric resistivity characteristics of soil-cementDong, X.-q. / Bai, X.-h. / Lu, Y.-k. et al. | 2011
- 95
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Experimental study of direct shear creep properties of frozen silty clay on Qinghai-Tibetan PlateauQu, G.-z. / Zhang, J.-m. / Cheng, D.-x. et al. | 2011
- 99
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Study of face stability of cobble-soil shield tunnelling at Chengdu MetroWang, M.-n. / Wei, L.-h. / Lu, J.-f. et al. | 2011
- 106
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Study of accident mechanism of shield launching considering seepageWei, X.-j. / Guo, Z.-w. / Wei, G. et al. | 2011
- 111
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Determination of minimum thickness of overburden layer for shield tunnel through Qiantang RiverShen, L.-c. / Zhong, X.-c. / Qin, J.-s. et al. | 2011
- 116
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Review of stabilization/solidification technique for remediation of heavy metals contaminated landsDu, Y.-j. / Jin, F. / Liu, S.-y. et al. | 2011
- 125
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Finite element calculation of NATM construction of Qiushui mountain tunnel beneath Jihe expresswayWang, Y.-z. / Li, Y.-q. / Fu, X.-d. et al. | 2011
- 132
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Simplified calculation model for longitudinal equivalent bending stiffness of shield tunnel and its influence factors' analysisZhong, X.-c. / Zhang, J.-r. / Qin, J.-s. et al. | 2011
- 137
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Research on effects of solution salinity and dosage on sodium montmoduonite crystalline interspaceLiu, X.-j. / Yuan, S.-l. / Liu, H. et al. | 2011
- 141
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Influence of anionic surfactants on mechanical characteristics of loessTang, X.-w. / Kou, N.-y. / Li, Z.-z. et al. | 2011
- 146
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Acceleration response analysis of surrounding rock with different anchorage parameters subjected to explosive loadsYang, Z.-y. / Yang, B.-s. / Gu, J.-c. et al. | 2011
- 151
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Computational method of earth pressure at passive side considering wall displacement effectSong, F. / Zhang, J.-m. et al. | 2011
- 158
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Analysis of ground settlement induced by workmanship of shield tunnellingZhu, C.-h. / Li, N. / Liu, H.-x. et al. | 2011
- 165
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Mechanical property testing and back analysis of load models of metro shield tunnel lining in loess strataZhou, J.-m. / He, C. / Fang, Y. et al. | 2011
- 172
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Effects of overburden pressure and drainage conditions on strength of soft dredger fillsYang, A.-w. / Yan, S.-w. / Du, D.-j. et al. | 2011
- 179
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Analyzing stress wave propagations in a pile foundation using Laplace transformWang, J. / Zhou, F.-h. et al. | 2011
- 186
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A comparison of distance and Fisher discrimination methods applied to identifying potential landslidesLi, X.-z. / Wang, C.-h. / Deng, H.-y. et al. | 2011
- 193
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Static properties of cement- and lime-modified soil subjected to freeze-thaw cyclesWang, T.-l. / Liu, J.-k. / Tian, Y.-h. et al. | 2011
- 199
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Study of stress characteristics and its influencing factors of embankment installation slab-culvertsChen, B.-g. / Luo, R.-p. / Sun, J.-s. et al. | 2011
- 207
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Application of deterministic model to analyzing stability of hillslope of loess gully areaKang, C. / Chen, W.-w. / Zhang, F.-y. et al. | 2011
- 211
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A new method of subsoil damping ratio identification based on free vibration of a massive concrete foundationTian, Q.-q. / Hou, X.-m. / Wang, Z.-f. et al. | 2011
- 217
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Large-scale model test analysis of behaviors of jet grouting (JG) soil-cement-pile strengthened pile under lateral loadZheng, H. / Liu, H.-l. / Lei, Y.-h. et al. | 2011
- 224
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Analysis and application of reliability of blocks based on systematic quantitative methodologyShen, Y.-j. / Xu, G.-l. / Zhu, K.-j. et al. | 2011
- 230
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Numerical analysis of dynamic failure process of inhomogeneous medium based on large diameter SHPB testZuo, Y.-j. / Tang, C.-a. / Li, S.-c. et al. | 2011
- 237
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Constitutive model of anchorage interface in underground engineering and its time-effect analysisWu, G.-j. / Chu, Y.-d. / Chen, W.-z. et al. | 2011
- 244
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Diffraction of plane P waves around a local faultLiang, J.-w. / Feng, L.-x. / Ba, Z.-n. et al. | 2011
- 253
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Three-dimensional transient Lamb's problem of transversely isotropic saturated soilsWang, X.-g. et al. | 2011
- 261
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Calculation method and parameter research for time-history of factor of safety of slopes subjected to seismic loadKang, Y.-j. / Yang, J. / Song, E.-x. et al. | 2011
- 269
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Numerical simulation analysis of deformation effect on treatment structure of karst cave due to karst tunnel excavationZhou, X.-m. / Liu, H. / Peng, C. et al. | 2011
- 276
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Numerical simulation study of mechanism for gas supplying and draining in volcanic gas reservoir in Xinjiang based on dual media modelGao, S.-s. / Qian, G.-b. / Wang, B. et al. | 2011
- 281
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Analysis of one-dimensional consolidation with non-Darcy flow described by non-Newtonian indexLi, C.-x. / Xie, K.-h. / Lu, M.-m. et al. | 2011
- 288
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Numerical calculation for bearing performances of composite foundation improved by flexible pilesTan, F.-y. / Wang, R. / Zhao, L. et al. | 2011
- 293
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Analysis of strain localization in overconsolidated clay specimens along different stress pathsZhen, W.-z. / Sun, D.-a. / Duan, B. et al. | 2011
- 299
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Application of finite element strength reduction method to destruction in coal seam floorLei, W.-j. / Wang, G.-h. / Xue, X.-x. et al. | 2011
- 304
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Analytical study of seepage flow into a lined tunnel in a semi-infinite aquiferTong, L. / Xie, K.-h. / Lu, M.-m. et al. | 2011
- 309
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Development of experimental apparatus for contact behaviour of bonded granulesJiang, M.-j. / Sun, Y.-g. / Li, L.-q. et al. | 2011