ROCK AND SOIL MECHANICS -WUHAN-
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Table of contents
- 289
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Progressive damage constitutive models of granite based on experimental resultsLiu, Q.-s. / Hu, Y.-h. / Liu, B. et al. | 2009
- 297
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Field experimental study of mechanical performance of Y-shaped vibro-pile reinforced embankmentsLiu, H.-l. / Wang, X.-q. / Chen, Y.-h. et al. | 2009
- 305
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Effect of salt content on microstructure indices of solidified inshore saline soil with limeChai, S.-x. / Wang, X.-y. / Wang, P. et al. | 2009
- 311
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Parameter inversion for fully coupled problem of steady fluid flow and stress in fractured rock masses based on sensitivity analysisWang, Y. / Liu, J. et al. | 2009
- 318
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Development and applications of a model airplane-borne photogrammetric systemLi, X.-c. / Du, X.-f. / Qin, Z.-j. et al. | 2009
- 323
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Bayesian statistics conduct on modified coefficients for foundation settlement calculationWang, Y.-h. / Li, Z.-y. / Hu, P. et al. | 2009
- 328
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Reliability analysis of strength for joint in rock massLiu, D.-s. / Zhang, L. / Song, Q.-h. et al. | 2009
- 333
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Research on mechanism of uplift rock-socketed pilesHe, S.-M. / Wu, Y. / Li, X.-p. et al. | 2009
- 338
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Experimental study of effect of chemical corrosion on strength and deformation of hard brittle limestoneYao, H.-y. / Feng, X.-t. / Cui, Q. et al. | 2009
- 345
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Analysis of nonlinear settlement of foundations based on in-situ testsLi, R.-p. et al. | 2009
- 352
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Studies of sensibilities of influence factors on critical height of reinforced steep slopeYang, Q. / Feng, X.-j. / Luan, M.-t. et al. | 2009
- 357
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Reliability analysis of soft foundations settlement based on LSSVM and MCSWang, B.-t. / Wang, Y.-h. / Li, S.-d. et al. | 2009
- 362
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Development of monitoring information management and monitoring data analysis network system for geotechnical engineering and its applicationZhang, Q.-y. / Chen, X.-p. / Liu, D.-w. et al. | 2009
- 367
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Dynamic response of pavement resting on viscoelastic foundation under multiple moving loadsYao, H.-l. / Lu, Z. / Liu, G.-b. et al. | 2009
- 374
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Microscopic image analysis method for grading of eroded soil particles from filtration systemZhuang, Y.-f. / Chen, L. / Xu, Q. et al. | 2009
- 379
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Coulumb's unified solution of active earth pressure on retaining wallPeng, M.-x. et al. | 2009
- 387
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Research on soil displacement regulations with jacking method for super-large shallow-buried box culvertHuang, S.-g. / Zhang, J. / Zhang, X.-w. et al. | 2009
- 393
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Elastic solution of sallow tunnels in clays considering oval deformation of groundTong, L. / Xie, K.-h. / Cheng, Y.-f. et al. | 2009
- 399
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Study on dynamic stability of silt subgrade subjected to train moving loadingLiu, J.-k. / Xiao, J.-h. / Yang, X.-y. et al. | 2009
- 406
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Research on effect of inner surface reinforcing on structure bearing capacity by model test in defective tunnelHe, C. / Tang, Z.-c. / Wang, B. et al. | 2009
- 413
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Numerical simulation on influence coefficient of lateral pressure on broken zone of circular apertureZhang, Z. / Tang, C.-a. / Yu, Q.-l. et al. | 2009
- 419
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Discussion on computing water and earth pressures on retaining wall separatelyLi, X.-g. / Liu, W.-n. et al. | 2009
- 425
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Back analysis of initial geostress field of Zijinshan gold and copper mineXu, C.-h. / Diao, H. / Ren, Q.-w. et al. | 2009
- 429
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Two dimension leg-mark selected location method of group decision making of slope treatmentXie, Q.-m. / Wang, H.-b. / Wu, D.-h. et al. | 2009
- 433
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Use of microclimate energy analysis method in geotechnical problem analysisGao, Y.-b. / Cui, Y.-j. et al. | 2009
- 440
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An ameliorative nonlinear creep model and its application to thermal stress simulation during construction periodLiu, X.-h. / Zhou, W. / Chang, X.-l. et al. | 2009
- 447
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Correlation between rock burst and movement of strata and ground surfaceGuo, W.-j. / Kong, L.-h. / Chen, S.-j. et al. | 2009
- 452
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Research on soil fatigue and restoration during deep penetration large diameter pile drivingLiu, R. / Yan, S.-w. et al. | 2009
- 457
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Feasibility exploring of application of distorted and compensated method to landslide model testNiu, E.-k. / Luo, X.-q. / Zhang, Z.-h. et al. | 2009
- 463
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Analytic solution to deformation of soft rock tunnel considering dilatancy and plastic softening of rock massYao, G.-s. / Li, J.-p. / Gu, S.-c. et al. | 2009
- 468
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Three-dimensional stochastic analysis of progressive failure of rock slopesYang, L.-q. / Ma, J. / Chen, Z.-p. et al. | 2009
- 473
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Research on compression strength and modulus of deformation of cemented soilLi, J.-j. / Liang, R.-w. et al. | 2009
- 478
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In-situ test and numerical analysis of pile-soil interaction behavior of short-pile foundationChen, J.-j. / Wang, J.-h. / Fan, W. et al. | 2009
- 483
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Analysis of in-situ measurement results of tunnel's stress field induced by linear charge explosionFu, H.-x. et al. | 2009
- 487
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Research on 3D p-version hierarchical FEM for unsteady temperature fieldZhang, Y. / Qiang, S. et al. | 2009
- 492
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Research on influences of factors dynamic weight on slope stabilityLi, K.-g. / Hou, K.-p. / Li, W. et al. | 2009
- 497
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Analysis of influence of dismantling temporary supports on preliminary lining of large-span shallow tunnelZhang, J.-g. / Wang, M.-n. / Luo, L.-s. et al. | 2009
- 503
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Upper bound solution for active earth pressure based on a nonlinear failure criterionYang, J.-m. et al. | 2009
- 509
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Research on comparison between traditional compacted clay and evapotranspiration cover systems of landfillLu, H.-j. / Luan, M.-t. / Zhang, J.-l. et al. | 2009
- 515
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Study of rockburst prediction of separated tunnel excavated asynchronoushyQiu, D.-h. / Chen, J.-p. / Xiao, Y.-h. et al. | 2009
- 521
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Analysis of slope deformation under control of rock mass structureChai, B. / Yin, K.-l. / Chen, L.-x. et al. | 2009
- 526
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Application of support vector machine to reliability analysis of underground engineeringZhao, H.-b. / Ru, Z.-l. / Zhang, S.-k. et al. | 2009
- 531
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Cutting high loess slope optimization design based on slope surface stabilityYe, W.-j. / Yang, G.-s. et al. | 2009
- 536
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Hamilton system and symplectic algorithm for space foundationYang, Y.-z. / Ge, X.-r. / Huang, M. et al. | 2009
- 542
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Elastoplastic constitutive model parameters of unsaturated soils and its finite element methodsChen, Y. / Liu, D.-f. / Wang, S.-m. et al. | 2009
- 547
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Numerical simulation of underground excavated tunnel construction of adjacent structureWei, G. / Qiu, X.-G. / Wei, X.-J. et al. | 2009
- 553
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Approximate calculation method of active earth pressure considering displacementLu, K.-l. / Yang, Y. et al. | 2009
- 558
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Experimental research on bearing behavior of piles with self-balanced method in Daweng bridge in VietnamGong, W.-m. / Yu, Q.-q. / Dai, G.-l. et al. | 2009
- 563
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Research on vertical deformation of down shotcrete tunnel during unloading of pit excavationLi, D.-h. / Liu, J. / Niu, X.-k. et al. | 2009
- 567
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The application of dynamic-static drainage consolidation method on a silt ground disposal project of GuangzhouZhang, L.-j. / Li, Z.-m. / Han, J. et al. | 2009
- 572
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Monitoring horizontal displacements of support structure for a complicated planar foundation pit and its reinforcementXiong, Z.-b. / Wang, Q.-y. et al. | 2009