ROCK AND SOIL MECHANICS -WUHAN-
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Table of contents
- 843
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Numerical analysis of deformation and failure mechanism of geogrid-reinforced sandPeng, F.-l. / Kotake, N. / Tatsuoka, F. et al. | 2004
- 850
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Surface roughness analysis of rock joints under different shear deformation historiesLi, Q.-s. / Du, S.-j. et al. | 2004
- 856
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Standard moisture absorption water content of soil and its testing standardYao, H.-l. / Yang, Y. / Cheng, P. et al. | 2004
- 860
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Coupling analysis of heterogeneous earth dam stability of seepage field and stress fieldChen, X.-p. / Qian, P.-y. / Liang, Z.-s. et al. | 2004
- 865
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Fracture development and strain field around the stress induced crack area in sandstoneZhao, Y.-h. / Ling, Y. et al. | 2004
- 871
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3D stability analysis of landslides based on strength reduction (II): evaluation of reinforcing factor of safetyDeng, J.-h. / Zhang, J.-x. / Min, H. et al. | 2004
- 876
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Intensity variation of sediments due to wave loading on subaqueous delta of Yellow RiverJia, Y.-g. / Huo, S.-x. / Xu, G.-h. et al. | 2004
- 882
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Study of information system of urban 3D geological data supported by 3D GISZhu, L.-f. / Wu, X.-c. / Liu, X.-g. et al. | 2004
- 887
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Improvement of Duncan-Chang nonlinear model and Shen Zhujiang's elastoplastic model for granular soilsLuo, G. / Zhang, J.-m. et al. | 2004
- 891
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Safety monitoring model for extruding effect and group effect of precast pilesChen, Z.-j. / Zhang, X.-w. / Liu, Y. et al. | 2004
- 896
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Study of elastoplastic neural network constitutive models for sand under different stress pathsZeng, J. / Feng, X.-t. / Wang, J.-t. et al. | 2004
- 901
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Study on application of logistic curve model to settlement prediction of roadbed subjected to multilevel loadingsWang, Z.-l. / Zheng, M.-x. / Wu, Y. et al. | 2004
- 904
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Analysis of lateral deformation of rock specimen based on gradient-dependent plasticity (I): basic theory and effect of constitutive parameters on lateral deformationWang, X.-b. / Ma, J. / Liu, J. et al. | 2004
- 909
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2D slope stability analysis using principle of minimum potential energyLi, X.-q. / Bai, S.-w. / Li, Y. et al. | 2004
- 913
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Finite prism element method of ground subsidence calculation and 3D data model based on GISLiu, H.-l. / Liu, L.-m. / Lian, C.-j. et al. | 2004
- 917
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A new quadrilateral mesh generation method based on advancing front techniqueFeng, D.-y. / Chen, S.-f. / Chen, S.-h. et al. | 2004
- 922
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Study on strength property of nanometer silica fume reinforced cemented soil and reinforcement mechanismWang, W.-j. / Zhu, X.-r. et al. | 2004
- 927
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An extension of simplified Bishop method and its application to non-circular slip surface for slope stability analysisZhang, L.-y. / Zheng, Y.-r. et al. | 2004
- 930
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Research on mechanism of reducing friction through injecting slurry in pipe jackingWei, G. / Xu, R.-q. / Shao, J.-m. et al. | 2004
- 935
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Application of fast lagrangian analysis of continua to researching on safe rock covers of Xiamen subsea tunnelLi, T.-c. / Li, S.-c. / Qiu, X.-b. et al. | 2004
- 940
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Analysis of space and layer face effects on mining subsidence numerical calculationZhang, Q.-s. / Gao, Y.-f. / Sun, Z.-j. et al. | 2004
- 943
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Application of artificial neural network to back analysis of initial stress field of rock massesYi, D. / Xu, M.-y. / Chen, S.-h. et al. | 2004
- 947
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Study on distributing state of lenticle in tailings fill damLi, X.-b. / Jiang, W.-d. / He, H.-j. et al. | 2004
- 950
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Effect of particle-size characteristics on seepage property of rockfillQiu, X.-d. / Yan, Z.-l. / Liu, L. et al. | 2004
- 955
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Dynamic response of semi-infinite body under moving loadsZhang, Y.-q. et al. | 2004
- 958
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Calculation of active earth pressure on Rankine's theoryLiao, J.-c. / Lu, Y.-s. et al. | 2004
- 964
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Influence of stress paths and consolidation stress ratios on soil's deformation characteristicsZhang, W.-h. / Wang, B.-t. / Zhang, F.-h. et al. | 2004
- 967
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Earth pressure analysis on short retaining wall considering spatial effect and soil cohesionYao, Y.-m. / Zhou, S.-h. / Sun, W. et al. | 2004
- 971
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Comparison of several methods for improving Duncan-Chang modelKong, D.-z. / Zhu, J.-g. et al. | 2004
- 975
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Stability evaluation for giant and multiple landslide and sensitive analysis of factorsShi, Y.-c. / Feng, W.-k. / Liu, H.-c. et al. | 2004
- 981
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Stability analysis and deposement of high steep rock slopes of red sandstoneNi, J. et al. | 2004
- 984
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Blasting technical optimization of rock tunnel digging in stratum of kaolin among coalZong, Q. / Meng, D.-j. et al. | 2004
- 988
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A new method of consolidating karst railway bedYang, X.-z. / Wang, X.-h. / Ni, H.-g. et al. | 2004
- 991
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3D limit analysis of stability of high slope at intake of huge hydropower stationYang, J. / Wang, Y.-j. / Chen, Z.-y. et al. | 2004
- 995
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Study and application of speckle correlation measurement method for displacement fields of modelBai, Y.-r. / Bai, S.-w. / Feng, C.-y. et al. | 2004
- 999
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Study for fluid-solid coupling process in unsaturated soilZhang, Y.-j. / Wang, E.-z. / Wang, S.-j. et al. | 2004
- 1005
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Overview of soil-stone high embankment construction studyChai, H.-j. / Chen, Q.-y. / Kong, X.-c. et al. | 2004