ROCK AND SOIL MECHANICS -WUHAN-
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Table of contents
- 2561
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Thermal failure for saturated clay under undrained conditionYao, Y.-p. / Wan, Z. / Yang, Y.-f. et al. | 2011
- 2570
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Study of shear properties of rock structural plane by grouting reinforcementHan, L.-j. / Zong, Y.-j. / Han, G.-l. et al. | 2011
- 2577
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Study of effects of foam concrete preset deformation layer on long-time stability of deep soft rock tunnelChen, W.-z. / Tian, H.-m. / Yang, F.-d. et al. | 2011
- 2584
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Field shear creep test and creep parameters inversion for dam zone rock mass of Dagangshan hydropower stationZhang, Q.-y. / Chen, F. / Yang, W.-d. et al. | 2011
- 2591
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Anchorage experimental research on a coal roadway with water spraying and broken roof and its applicationHe, F.-l. / Yan, H. / Yang, L.-g. et al. | 2011
- 2596
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Study of hydro-mechanical-damage coupled creep constitutive model of mudstone, Part I: Theoretical modelJia, S.-p. / Chen, W.-z. / Yu, H.-d. et al. | 2011
- 2603
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Model test study of tunnel mechanical characteristics under plane charge explosionChen, A.-m. / Gu, J.-c. / Xu, J.-m. et al. | 2011
- 2609
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Three-dimensional model test for secondary mechanical effect of existing forked tunnel with different altitudesLiu, X.-r. / Guo, Z.-h. / Pei, L. et al. | 2011
- 2617
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Variation pattern of soil physico-mechanical performance by explosive enlargementWang, H.-l. / Ye, C.-l. et al. | 2011
- 2623
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Study of effects of fines content on dynamic elastic modulus and damping ratio of saturated sandWang, Y. / Wang, Y.-l. et al. | 2011
- 2629
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Shock failure mechanism of zonal disintegration within surrounding rock in deep chamberChen, J.-g. / Zhou, T.-t. / Zhang, Y.-x. et al. | 2011
- 2635
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A simplified capillary hysteresis model of porous mediaLi, H. / Wei, C.-f. / Chen, H. et al. | 2011
- 2640
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Experimental analysis of mechanical effects of loading rates on weathered granite rockLiu, B. / Li, H.-b. / Li, J.-r. et al. | 2011
- 2645
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Upper bound analysis of plane strain tunnel in nonhomogeneous claysSong, C.-x. / Huang, M.-s. / Lu, X.-l. et al. | 2011
- 2651
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A simplified stress-strain relationship of saturated soil based on structure's evolutionHu, W. / Han, J.-g. / Li, G.-f. et al. | 2011
- 2656
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Application of complementary algorithm for solving one-dimensional nonlinear consolidationDeng, Y.-b. / Xie, K.-h. et al. | 2011
- 2663
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Analysis of bifurcation by a critical state model for sands under three-dimensional stress statesZhen, W.-z. / Sun, D.-a. / Yao-yao, C. et al. | 2011
- 2669
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Propagation characteristics of elastic wave in saturated frozen soilZhou, F.-x. / Lai, Y.-m. et al. | 2011
- 2675
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Study of consolidation theory of composite ground with granular columns under nonuniform distribution of initial excess pore water pressureZhang, Y.-g. / Yue, F. / Xie, K.-h. et al. | 2011
- 2681
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Andlysis of soil squeezing effect for spherical cavity expansion with inclined nonaxisymmetric displacement boundaryRao, P.-p. / Li, J.-p. / Liu, Y. et al. | 2011
- 2688
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An analytical solution of two-dimensional Biot's consolidation due to a point sink within a saturated porous mediaLi, P.-c. et al. | 2011
- 2692
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Liquefaction characteristics of silts with different strengths at Yellow River estuaryChang, F.-q. / Jia, Y.-g. et al. | 2011
- 2697
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Study of column-hemispherical penetration grouting mechanism based on Bingham fluid of time-dependent behavior of viscosityYang, Z.-q. / Hou, K.-p. / Guo, T.-t. et al. | 2011
- 2704
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Research on mechanism of damage of anhydrock in dolomite layer to tunnel structureLiu, Y.-m. / Yu, H.-m. / Wang, C. et al. | 2011
- 2709
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Shaking table model test study of tunnel through faultFang, L. / Jiang, S.-p. / Lin, Z. et al. | 2011
- 2714
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Experimental investigation on time-lag failure properties of marble under uniaxial compressive testYang, Y.-s. / Zhou, H. / Zhang, C.-q. et al. | 2011
- 2721
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Triaxial shear strength characteristics of lime-soil reinforced with polypropylene fiber inclusionsShi, L.-g. / Zhang, M.-x. / Cao, P. et al. | 2011
- 2729
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Study of evolution law of fissures of expansive clay under wetting and drying cyclesZhang, J.-j. / Gong, B.-w. / Hu, B. et al. | 2011
- 2735
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Probing of synthetical classification of slope/landslides in northwest mountain area of Hubei provinceRen, W.-z. / Fan, J.-h. / Kong, L.-w. et al. | 2011
- 2741
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Settlement calculation of two-directional reinforced composite foundationZhao, M.-h. / Zhang, L. / Zhao, H. et al. | 2011
- 2747
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Analysis of evolution process of rock collapse on top of middle wall in an extremely shallow double arch tunnelLi, Y.-y. / Feng, X.-d. / Li, S.-c. et al. | 2011
- 2753
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Influence of soft interlayer location in coal roof on stability of roadway bolting structureZhang, N. / Li, G.-c. / Kan, J.-g. et al. | 2011
- 2759
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Layered interval excavation method for large span and high sidewall underground cavernLiu, B.-g. / Xu, G.-c. et al. | 2011
- 2765
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Research on crustal stress distribution based on acoustic logging data-Taking North Region of Renqiu Ordovician Buried Hill of Raoyang Depression for exampleLi, J. / Zha, M. / Liu, Z. et al. | 2011
- 2771
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Asymmetric double-arch subsea tunneling-induced ground deformation analysisWang, K. / Zhang, C.-p. / Wang, M.-s. et al. | 2011
- 2778
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Analysis of supporting resistance of backfilling wall for gob-side entry retaining under typical roof conditionsKan, J.-g. / Zhang, N. / Li, B.-y. et al. | 2011
- 2785
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Spatial prediction and evaluation of collapse of covered karstLiu, X.-m. / Chen, C.-x. / Shen, Q. et al. | 2011
- 2791
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Stability analysis of salt rock gas storage cavern under uncontrolled blowoutMa, L.-j. / Liu, X.-y. / Xu, H.-f. et al. | 2011
- 2798
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Base on permeability of landslide and reservoir water change to research variational regularity of landslide stabilitySong, K. / Yan, E.-c. / Zhu, D.-p. et al. | 2011
- 2803
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Research on construction procedure for shallow large-span tunnel undercrossing highwayLi, J. / Tan, Z.-s. / Yu, Y. et al. | 2011
- 2810
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Inhomogeneous seismoelectric plane waves in saturated porous mediaCui, Z.-w. / Gao, W.-y. / Zhang, Y. et al. | 2011
- 2815
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Test study of changing rules of excess pore water pressure during dynamic consolidation at subgrade of expressway in Yellow River flood areaLi, X.-j. / Li, S.-c. / Yao, k. et al. | 2011
- 2821
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Research on vertical bearing capacity of single super-long bored pile in thick stratum of TianjinKe, H. / Wu, X. / Wang, J.-h. et al. | 2011
- 2827
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Development and prospect for centrifugal blasting modelingMa, L.-q. / Zhang, J.-m. / Zhang, W. et al. | 2011
- 2834
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Research on detecting and modifying method of deviation between drilling data and geological planar data in stratigraphic modelingAn, C.-r. / Liu, Z. / Li, M. et al. | 2011
- 2839
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Analysis of soil heave due to pile-sinking with pre-drilling in soft clayZhou, J.-w. / Lou, X.-m. et al. | 2011
- 2845
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Study of construction section comprehensive load releasing process of ultra-large section railway tunnelLi, S.-c. / Zhao, Y. / Li, L.-p. et al. | 2011
- 2852
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A generation method for numerical specimen of granular materials by sort of coordinatesChu, X.-h. et al. | 2011
- 2856
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Simulation of vertical bearing features for large-diameter and super-long steel pipe pile based on FLAC^3^DZhang, M.-y. / Li, S.-n. / Peng, W.-t. et al. | 2011
- 2861
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Block element method for seepage-stress coupling in random fractured rockYin, D.-s. / Wang, W.-m. / Chen, S.-h. et al. | 2011
- 2867
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Program for joint network simulation and its application to dynamic response analysis of underground cavernsJia, C. / Wang, Z.-p. / Zhu, W.-s. et al. | 2011
- 2873
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Numerical simulation and inversion imaging research of electrical resistivity tomography method for detecting landslide-face locationNie, L.-c. / Li, S.-c. / Liu, B. et al. | 2011