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
- 305
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Research on critical problem for fracture network propagation and evolution with multifield coupling of fractured rock massLiu, Q.-s. / Liu, X.-w. et al. | 2014
- 321
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Study of energy-drop coefficient of brittle rock failureZuo, J.-p. / Huang, Y.-m. / Xiong, G.-j. et al. | 2014
- 328
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Concise interpretation of damage mechanism for cross-anisotropic soilYao, Y.-p. / Zhu, E.-y. et al. | 2014
- 334
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New analysis method of seismic active earth pressure and its distribution on a retaining wallZhang, G.-x. et al. | 2014
- 339
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Experimental study of pore water pressure variation law of muck under high energy impactLi, Z.-m. / Liu, J.-x. et al. | 2014
- 346
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Swelling anisotropy and cyclic swelling-shrinkage of argillaceous rockChai, Z.-y. / Zhang, P. / Guo, J.-q. et al. | 2014
- 351
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Experimental study of 3D soil arching in piled reinforced embankmentsCao, W.-p. / Hu, W.-w. et al. | 2014
- 359
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Dynamic properties variation of tire shred-soil mixturesLi, L.-h. / Xiao, H.-l. / Tang, H.-m. et al. | 2014
- 365
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Implicit integration algorithm of a hydro-mechanical coupling constitutive model for unsaturated soilsLiu, Y. / Wei, C.-f. / Fang, Q. et al. | 2014
- 371
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Study of mechanical characteristics of simulated rock joints with second-order asperity under cyclic shear loadingZhu, X.-m. / Li, H.-b. / Liu, B. et al. | 2014
- 380
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Centrifuge tests for seismic response of caisson-pile composite foundationZhong, R. / Huang, M.-s. et al. | 2014
- 389
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Model test research on work performance of steel tubular composite pile with shear ring, drilling mud skin and anticorrosion coatingZhang, M. / Ma, J.-l. / Su, Q.-k. et al. | 2014
- 397
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Experimental research on potential factors and abnormal phenomenon for measuring soil-water characteristic curveYang, G. / Yang, Q. et al. | 2014
- 407
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Laboratory test study of sedimentation and consolidation behaviors of alkali waste backfill in salt cavernsJi, G.-d. / Yang, C.-h. / Xu, Y.-l. et al. | 2014
- 413
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Test study of mechanical properties and failure characteristics of anchored rockChen, L. / Tan, Y.-l. / Zhang, C.-w. et al. | 2014
- 423
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Experimental study of forming time of filter cake and conversion rate of slurry pressure in slurry shield in sand stratumWei, D.-w. / Zhu, W. / Min, F.-l. et al. | 2014
- 429
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Comparison of triaxial compression test and data processing methods for rock saltWang, G. / Xie, L.-z. / Hou, Z.-m. et al. | 2014
- 435
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Experimental research on shear strength characteristics of dispersive clayTang, Z.-q. / Dang, J.-q. / Fan, H.-h. et al. | 2014
- 441
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Study of salt rock damage and failure based on percolation modelSun, Z.-q. / Xie, L.-z. / Liu, J.-f. et al. | 2014
- 449
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Analysis of root system enhancing shear strength based on experiment and modelZhu, J.-q. / Wang, Y.-q. / Wang, Y.-j. et al. | 2014
- 459
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Research on effects of humidity on capillary migration of salt solutions in mural plasterJiang, X. / Zhang, H.-y. / Yan, G.-s. et al. | 2014
- 466
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Limit analysis of failure mechanism of prestressed anchor cable based on Hoek-Brown failure criterionLi, S.-c. / Wang, H.-t. / Wang, Q. et al. | 2014
- 474
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Methods to obtain mechanical parameters of weathered rock constructional elements of ancient buildingsLiu, C.-y. / He, M.-c. et al. | 2014
- 481
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Field tests comparative study of vacuum well-point dewatering under a single well-point or a single row well-pointNie, Q.-k. / Wang, Y.-h. / Bai, B. et al. | 2014
- 490
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Integrate intelligent method for multi message of tunnel open excavation adjoining bridge pileJiang, A.-n. / Sha, Q.-x. / Song, Z.-p. et al. | 2014
- 497
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A new stochastic strength, model of rough rock joint surfaces and its applicationWang, G. / Huang, N. / Jiang, Y.-j. et al. | 2014
- 504
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A duration prediction model of surface thawing settlement in construction period of tunnel with horizontal freezing methodCai, H.-b. / Peng, L.-m. / Zheng, T.-l. et al. | 2014
- 511
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Accumulated damage in surrounding rocks due to repeated blasting loads during blasting excavation of tunnelsYang, J.-h. / Lu, W.-b. / Hu, Y.-g. et al. | 2014
- 519
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Research on method of displacement speed ratio for spatial evaluation of landslide deformationWang, L.-w. / Xie, M.-w. / Chai, X.-q. et al. | 2014
- 529
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Analysis of wave velocity characteristics of critical rock brittle failureWang, Y.-y. / Sun, Q. / Xue, L. et al. | 2014
- 536
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Correlations of soil shear strength with specific penetration resistance of CPT in Shanghai areaMa, H.-p. / Chen, Z.-y. / Yu, s. et al. | 2014
- 543
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Research on roadside packing technology for end zone of steep inclined coal seam faceYang, J.-x. / Liu, C.-y. / Yang, P.-j. et al. | 2014
- 551
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A new method for calculating roughness angle Delta phi (variant) in Maksimovic peak shear strength criterion of rock jointsTang, Z.-c. / Liu, Q.-s. / Xia, C.-c. et al. | 2014
- 556
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Seepage-fracture coupling mechanism of rock masses cracking propagation under high hydraulic pressure and numerical verificationZhao, Y.-l. / Peng, Q.-y. / Wan, W. et al. | 2014
- 565
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Probability distribution characteristics of rock mass classification and its mechanical parameters based on fine descriptionShen, Y.-j. / Xu, G.-l. / Yang, G.-s. et al. | 2014
- 573
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Discrete element simulation and redundancy analysis of excavation collapseZheng, G. / Cheng, X.-s. / Diao, Y. et al. | 2014
- 584
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A numerical method to solve pore seepage problems based on element local coordinate systemFeng, C. / Li, S.-h. / Wang, L.-x. et al. | 2014
- 591
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PFC^3^D numerical experiments of self-boring in-situ shear pressuremeter model test under different consolidation pressuresZhang, Y.-f. / Xu, G.-l. / Shen, Y.-j. et al. | 2014
- 601
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Numerical simulation of vibration reduction and energy dissipation of soilbagsWang, Y.-q. / Wang, L.-j. et al. | 2014