ROCK AND SOIL MECHANICS -WUHAN-
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Table of contents
- 2545
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Behavior of Rayleigh waves in media with smoothly varying stiffness profileChai, H.-y. / Wei, C.-f. et al. | 2009
- 2552
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Numerical simulation of crust rheological property reflected by post-seiemic deformations of Kunlun large earthquakeZhang, C.-j. / Shi, Y.-l. / Ma, L. et al. | 2009
- 2559
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Study on b-value and fractal dimension of acoustic emission during rock failure processLi, Y.-h. / Liu, J.-p. / Zhao, X.-d. et al. | 2009
- 2564
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Time-history algorithm for earthquake effect in layered-soil siteFan, L.-m. / Zhang, L.-y. et al. | 2009
- 2569
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Experimental research on fall cone test to determine liquid limit and plastic limit of siltsGuo, Y. / Wang, Q. et al. | 2009
- 2575
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Simplified computation of two-dimensional consolidation of unsaturated soilsCao, X.-s. / Yin, Z.-z. et al. | 2009
- 2581
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Mechanical characteristics of rock and soil affected by particle size of crystal and mineralXu, S.-j. / Yin, X.-t. / Dang, F.-n. et al. | 2009
- 2588
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Experimental research on strength characteristic of brittle rock unloading confining pressureLiu, D.-d. / Chen, W.-z. / Yang, J.-p. et al. | 2009
- 2595
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Experimental study of creep model and failure characteristics of coalChen, S.-j. / Guo, W.-j. / Yang, Y.-j. et al. | 2009
- 2599
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Research and application of testing methods for engineering rock mass fissure permeabilityDing, L.-f. / Guo, Q.-l. / Wang, C.-h. et al. | 2009
- 2605
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Simplified method for determining shear strength of unsaturated soils based on different pathsYao, P.-f. / Qi, S.-w. / Zhang, M. et al. | 2009
- 2609
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Strengthening effect of total pile lateral friction by improving rock or soil strength at pile tipJiang, J.-p. / Gao, G.-y. / Zhang, Y.-s. et al. | 2009
- 2616
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Study of monotonic and coupling cyclic shear characteristics of overconsolidated clayNie, Y. / Luan, M.-t. / Tang, X.-w. et al. | 2009
- 2623
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Calculation and model test for pile-soil stress ratio of gravel pile composite foundation under embankment loadZhao, M.-h. / Deng, Y.-b. / Yang, M.-h. et al. | 2009
- 2629
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Calculation and analysis of settlement time-dependency of soil compaction pile based on one-dimensional and three-dimensional consolidationsZhao, C.-y. / Zhou, S.-h. / Yuan, J.-y. et al. | 2009
- 2633
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Dynamic responses of a layered saturated soil subjected to harmonic horizontal loadsXu, M.-q. / Jian, L.-h. / Li, J.-h. et al. | 2009
- 2643
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Analysis of uplift capacity of long enlarged-base pile in soft soil groundLi, J.-j. / Huang, M.-s. / Wang, W.-d. et al. | 2009
- 2651
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Slope centrifugal method for calculating safety factor of slope stabilityWang, Z.-z. / Mu, S.-y. / Liu, J. et al. | 2009
- 2655
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Test research on strata resistance of pile side of anchor anti-slide pileLi, X.-c. / Men, Y.-m. / He, G.-y. et al. | 2009
- 2660
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Analysis of pile-soil stress ratio for double reinforced composite groundChen, C.-f. / Zhou, Z.-j. et al. | 2009
- 2667
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Static loading-unloading test of sand and stress release modelZhuang, L. / Zhou, S.-h. et al. | 2009
- 2674
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Discussion on technical roadmap of CO~2 capture and storage in ChinaLi, X.-c. / Fang, Z.-m. / Wei, N. et al. | 2009
- 2679
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A nonlinear rheological model of soft clay and its application to Tianjin littoral areaWang, Y.-z. / Wang, T.-t. / Wang, J. et al. | 2009
- 2686
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Application of method for weight calculation based on optimization technique to evaluate rock mass qualityXiao, Y.-h. / Wang, Q. / Chen, J.-p. et al. | 2009
- 2691
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Analysis of anti-sliding stability in deep foundation of Xiangjiaba gravity dam based on interface element methodWang, Y.-f. / Zhang, Q. et al. | 2009
- 2697
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Design of MC composite retaining structure and its applicationHuang, G.-l. / Hui, G. / Fang, Q. et al. | 2009
- 2703
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Risk identification and analysis of subway foundation pit by using fault tree analysis method based on WBS-RBSZhou, H.-b. / Gao, W.-j. / Cai, L.-b. et al. | 2009
- 2708
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A study of anti-seepage wall depth in thick overburden dam baseXie, X.-h. / Wang, G.-q. et al. | 2009
- 2713
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Stability analysis of the large ancient underground rock caverns in Longyou and the selection of maximum-security routes in the cavernsGao, Q. / Wang, J. / Yang, Z.-f. et al. | 2009
- 2722
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Mathematical model of ``arch beam'' of thick sandy soil layer movement in shallow seamHuang, Q.-x. / Zhang, P. / Dong, A.-j. et al. | 2009
- 2727
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Time series analysis of tunnel displacement based on ARMA modelYin, G.-z. / Yue, S. / Zhong, T. et al. | 2009
- 2733
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Study of quantitative risk index of metro tunneling-induced effects on surroundingsLi, X.-g. / Sun, H.-c. et al. | 2009
- 2737
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Comparation analyses of the effects of marine soft soil improved by portland cement and slag cementXu, C. / Guo, H.-f. / Yang, X.-m. et al. | 2009
- 2741
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Relationships between microstructure parameters and wind erosion rate of multivariate layered soil in slopeCui, K. / Chen, W.-w. / Zhang, J.-k. et al. | 2009
- 2747
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Correlation study of light dynamic penetration test and cone penetration test in testing coarse sandTian, Q.-y. / Liu, Y.-s. / Lu, J.-b. et al. | 2009
- 2753
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Study of random field characteristics of soil parameters based on CPT measurementsWang, Y.-h. / Wang, B.-t. / An, Y.-y. et al. | 2009
- 2759
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Alternative liner and design principles for municipal solid waste landfillsZhang, H.-y. / Feng, L. / Wu, J.-r. et al. | 2009
- 2763
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Study of applicability of curve fitting methods in small settlement of subgradeWang, X.-y. / Chen, S.-x. / Yu, F. et al. | 2009
- 2770
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Verhulst prediction model and its application to embankment settlement with explosive compaction methodCui, G.-q. / Lin, C.-m. / Geng, P. et al. | 2009
- 2775
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Change law of water content of dredged clays treated by quick limeZhang, T.-j. / Ding, J.-w. / Deng, D.-s. et al. | 2009
- 2779
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Studies of relation between drag load and time of negative skin friction of pile foundationXiao, J.-h. / Yuan, J.-y. / Zhao, X.-h. et al. | 2009
- 2783
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Comparison of several optical measurement methods applied to measure displacement of test modelBai, Y.-r. et al. | 2009
- 2787
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Bearing capacity analysis of self-balanced load test pile under the control of limit state and deformationMa, Y.-g. / Yang, C.-h. et al. | 2009
- 2792
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Finite element analysis of axial bearing capacity behavior of pile foundation in calcareous sedimentsPeng, F.-l. / Gao, W. / Kiyosumi, M. et al. | 2009
- 2799
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Numerical simulation of preliminary lining of large section crossing tunnels constructed with PBA methodQu, W.-b. / Liu, X.-r. / Fu, Y. et al. | 2009
- 2805
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Numerical analysis of reinforcement effects and response to dynamic loads characteristics of rock boltsYang, Z.-y. / Gu, J.-c. / Yang, B.-s. et al. | 2009
- 2810
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Research on forward simulation of tunnel lining cavity GPR imagesZhang, H.-f. / Cheng, X.-j. / Gao, P. et al. | 2009
- 2815
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Analysis of blasting vibration response of parallel set small clear-distance tunnels and blasting control measuresYao, Y. / He, C. et al. | 2009
- 2823
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Research on numerical simulation of rock fragmentation by TBM cutters using particle flow methodSu, L.-j. / Sun, J.-s. / Lu, W.-b. et al. | 2009
- 2830
-
3D FEM in moving coordinate for transient response under moving loadsZhai, W. / Song, E.-x. et al. | 2009
- 2837
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Seepage-stress elastoplastic coupling model of heterogeneous coal and numerical simulationZhang, C.-h. / Yu, Y.-j. / Zhao, Q.-s. et al. | 2009
- 2843
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Study of stability of anchoring jointed rockmass under seepage pressureWang, G. / Li, S.-c. / Wang, M.-b. et al. | 2009
- 2850
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Numerical simulation of penetration resistance of T-bar penetrometer in soft clayFan, Q.-l. / Luan, M.-t. / Liu, Z.-g. et al. | 2009
- 2855
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Post processing of discontinuity network modeling resultZhang, Y.-h. / Zhou, H.-m. / Wu, A.-q. et al. | 2009
- 2862
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Field test and 3D FEM studies of bridge abutment on piled foundation subjected to embankment loadNie, R.-s. / Leng, W.-m. / Yang, Q. et al. | 2009
- 2869
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Solution charts for consolidation analysis of strip footings embedded in a finite stratumZhang, W.-w. / Meng, Q.-s. / Zhu, G.-f. et al. | 2009
- 2875
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Research on partial pressure joint arch tunnel's dynamic simulation and optimum analysis of construction processZhuang, N. / Zhu, K.-z. / Li, J.-w. et al. | 2009