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
- 641
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Stress-strain-strength behaviour of compacted expansive soil under different hydration statesZhou, B.-c. / Kong, L.-w. / Guo, A.-g. et al. | 2012
- 652
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Strength characteristics of heavy metal contaminated soils stabilized/solidified by cementZha, F.-s. / Xu, L. / Cui, K.-r. et al. | 2012
- 657
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Centrifugal model test research on deformation behaviors of deep foundation pit adjacent to metro stationsLiang, F.-y. / Chu, F. / Song, Z. et al. | 2012
- 665
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Comparisons of static and dynamic behaviors between two silty clays by testHuang, B. / Shi, H.-d. / Ling, D.-s. et al. | 2012
- 674
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Convective heat transfer and evaporative heat removal in embankment with perforated ventilation pipeSun, B.-x. / Yang, L.-j. / Wang, W. et al. | 2012
- 681
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Preliminary study of dynamic characteristics of tubing string for solution mining of oil/gas storage salt cavernsLi, Y.-p. / Yang, C.-h. / Qu, D.-a. et al. | 2012
- 687
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Study of transport and transformation of contaminant through a clay layer with large deformationLi, T. / Liu, L. / Ding, Z.-x. et al. | 2012
- 695
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Research on strength of fractal structural soilWei, Z.-h. / Wang, M.-s. / Zhang, D.-l. et al. | 2012
- 702
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Consolidation of historical earthen sites under moisture circumstance using calcium-based hydraulic consolidantWei, G.-f. / Zhang, B.-j. / Yang, F.-w. et al. | 2012
- 713
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Study of inclined loading mode on slope in physical model testWu, J. / Zhang, Z.-h. / Wang, X.-l. et al. | 2012
- 719
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Preliminary study of surface subsidence model based on theory of key rock stratumLiu, Y.-c. / Cao, S.-g. et al. | 2012
- 725
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Experimental research on mechanical characteristics of salt rock under triaxial unloading testGuo, Y.-t. / Yang, C.-h. / Fu, J.-j. et al. | 2012
- 731
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Fractal features study of rock-like material damage based on gray correlation of digital imagesZou, F. / Li, H.-b. / Zhou, Q.-c. et al. | 2012
- 739
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Theoretical study of rock joints shear behavior under constant normal stiffness conditionsShi, L. / Cai, M.-f. et al. | 2012
- 745
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Study of tailings dam-break surges with floating slurry in model experiment in different collapse gatesJing, X.-f. / Yin, G.-z. / Wei, Z.-a. et al. | 2012
- 753
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Experimental study of anti-frost-heave and frost boil effect of block-stone-interlayer embankment in permafrost regionsLiu, D.-r. / Lai, Y.-m. / Dong, Y.-h. et al. | 2012
- 757
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Elastoplastic solution for deep tunnel considering influences of groundwater, grouting and liningHu, L.-s. / Wang, J.-x. / Lu, Y.-r. et al. | 2012
- 767
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Fractal characteristics of granularity of loose micaschist and its relation to shear strength parametersLiang, W. / Li, K.-g. / Hou, K.-p. et al. | 2012
- 773
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Similarity theory of waterflooding experiment in low permeability coresShen, R. / Xiong, W. / Gao, S.-s. et al. | 2012
- 778
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Model test study of slope failure progressLu, K.-l. / Zhu, D.-y. / Yang, Y. et al. | 2012
- 783
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Lateral stress relaxation of soil under confined compression conditionTian, G.-f. / Tang, L.-s. et al. | 2012
- 788
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Uniaxial unconfined compressive strength test on artificially frozen clay in ShanghaiYin, Z.-z. / Chen, Y.-l. / Wang, P. et al. | 2012
- 793
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Composition coefficient method for settlement calculation of overlength pile foundation considering compressibility of pileZhang, Z.-m. / Yang, M. / Fang, K. et al. | 2012
- 799
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Application of radial basis function neural network to geostress field back analysisZhang, L.-w. / Zhang, D.-y. / Qiu, D.-h. et al. | 2012
- 805
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Stability analysis of high-steep cutting slope in gentle anti-dip red sandstoneYuan, C.-h. / Wu, Z.-j. et al. | 2012
- 812
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Research on stability of open-mining slope under underground miningShi, L. / Li, X.-c. / Sun, G.-h. et al. | 2012
- 821
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Application of random-fuzzy statistical method to statistics of geotechnical parametersSun, L.-c. / Zhang, H.-p. / Zhou, N.-q. et al. | 2012
- 827
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Research on large deformation mechanism and control method of deep soft roadway in Zhuji coal mineHuang, X. / Liu, Q.-s. / Qiao, Z. et al. | 2012
- 835
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Research on early warning of debris flow based on efficacy coefficient methodMeng, F.-q. / Li, G.-j. / Wang, Q.-b. et al. | 2012
- 841
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Optimal analysis of construction schemes of small space tunnel with bidirectional eight traffic lanes in jointed rock massJiang, K. / Xia, C.-c. / Bian, Y.-w. et al. | 2012
- 848
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Study of landslide deformation prediction based on gray model-evolutionary neural network model considering function of environmental variablesCao, Y.-b. / Yan, E.-c. / Xie, L.-f. et al. | 2012
- 853
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Dynamic variation rule of phreatic line in Huangtupo landslide in Three Gorges reservoir areaYang, J. / Jian, W.-x. / Yang, H.-f. et al. | 2012
- 859
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A model for downhole rock drillability prediction under real drilling conditionZheng, D.-s. / Gao, D.-l. / Feng, J.-p. et al. | 2012
- 864
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Numerical analysis of effect of facing rigidity on reinforced-sand retaining wallsPeng, F.-l. / Cao, Y.-b. et al. | 2012
- 872
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Parametric analyses of intensity-duration curve for predicting rainfall-induced landslides in residual soil slope in Southeastern coastal areas of ChinaZhan, L.-t. / Li, H. / Chen, Y.-m. et al. | 2012
- 881
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Influence of facing on mechanical behavior of reinforced retaining wall for embankmentYe, G.-b. / Zhang, Z. / Xing, H.-f. et al. | 2012
- 887
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Three-dimensional finite element analysis of negative skin friction behaviors in pile groups with capXia, L.-n. / Miao, Y.-d. / Tan, T.-q. et al. | 2012
- 892
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Dynamic response of a circular lining tunnel in saturated soil due to moving ring loadHuang, X.-j. / Fu, M.-f. / Xu, B. et al. | 2012
- 899
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Dynamic stress concentration around shallow cylindrical cavity by SH wave in anisotropically elastic half-spaceChen, Z.-g. et al. | 2012
- 906
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Numerical analysis of bearing characteristics of composite foundation reinforced by chemical churning pile groupsAn, G.-f. / Zhang, H.-b. / Liu, T.-j. et al. | 2012
- 913
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Influence of bubble size on fluid resistance in porous mediaZhu, Q.-l. / Li, X.-c. / Wei, N. et al. | 2012
- 919
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Dynamic response analysis of underground cavern group based on 3D geologic modelLu, W.-y. / Zhong, D.-h. / Tong, D.-w. et al. | 2012
- 925
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Numerical model building for consolidation deformation of cemented mortar for shield tail groutingYuan, X.-h. / Han, Y.-w. / Zhong, X.-c. et al. | 2012
- 933
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Composite element model research on inner anchoring section of prestressed anchor cableZhang, X. / Chen, S.-h. et al. | 2012
- 939
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Research on three-dimensional modeling of strata block based on radial basis functionWang, W. / Zhou, J. / Wang, S.-l. et al. | 2012
- 945
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Nonlinear finite element analysis of pile-soil interaction of bridge pile group foundation in soft soil stratumWang, Y. / Liu, J.-h. / Wang, X.-h. et al. | 2012
- 952
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Study of detection system of distortion and collapsing of top rock by resistivity method in working faceZhang, P.-s. / Hu, X.-w. / Wu, R.-x. et al. | 2012
- 957
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Degree of underconsolidation determination method of in-situ soft soil through pore pressure dissipation testJu, J. / Liu, S.-y. / Liu, Z.-b. et al. | 2012