State-space solution of seabed-geotextile systems subjected to cyclic wave loadings
暂无分享,去创建一个
[1] G. Heerten. Geotextiles in coastal engineering—25 years experience , 1984 .
[2] F. W. Kellaway,et al. Advanced Engineering Mathematics , 1969, The Mathematical Gazette.
[3] K. Ilamparuthi,et al. Laboratory studies on geotextile filters as used in geotextile tube dewatering , 2006 .
[4] K. Lee,et al. Soil-geotextile interface friction by direct shear tests , 2000 .
[5] G. Raymond. Reinforced ballast behaviour subjected to repeated load , 2002 .
[6] Jason T. DeJong,et al. Role of overconsolidation on sand-geomembrane interface response and material damage evolution , 2005 .
[7] Dong-Sheng Jeng,et al. Wave-induced seabed instability in front of a breakwater , 1997 .
[8] Jianguo Wang,et al. The state vector solution of axisymmetric Biot's consolidation problems for multilayered poroelastic media , 2001 .
[9] F. Durbin,et al. Numerical Inversion of Laplace Transforms: An Efficient Improvement to Dubner and Abate's Method , 1974, Comput. J..
[10] Robert M. Koerner. Emerging and Future Developments of Selected Geosynthetic Applications , 2000 .
[11] D. Jeng,et al. Wave-induced soil response in an unsaturated anisotropic seabed of finite thickness , 1994 .
[12] Balasingam Muhunthan,et al. Numerical procedures for deformation calculations in the reinforced soil walls , 2006 .
[13] Richard Bellman,et al. Introduction to Matrix Analysis , 1972 .
[14] S. H. Chew. Erosion stability of punctured geotextile filters subjected to cyclic wave loadings—a laboratory study , 2003 .
[15] Li Fang Liu,et al. Modeling the slurry filtration performance of nonwoven geotextiles , 2006 .
[16] W. G. McDougal. Ocean wave-soil-geotextile interaction , 1981 .
[17] G. J. Chen,et al. Consolidation of multilayered half space with anisotropic permeability and compressible constituents , 2004 .
[18] P. Pierson,et al. A contribution for predicting geotextile clogging during filtration of suspended solids , 2006 .
[19] Jianguo Wang,et al. State space solution of non-axisymmetric Biot consolidation problem for multilayered porous media , 2003 .
[20] Siew-Ann Tan,et al. Sand–geotextile interface shear strength by torsional ring shear tests , 1998 .
[21] Krystyna Kazimierowicz-Frankowska,et al. A case study of a geosynthetic reinforced wall with wrap-around facing , 2005 .
[22] Jacob Bear,et al. Flow through porous media , 1969 .
[23] G. D. Skinner,et al. Design and behaviour of a geosynthetic reinforced retaining wall and bridge abutment on a yielding foundation , 2005 .
[24] Siew-Ann Tan,et al. Enhanced performance of reinforced soil walls by the inclusion of short fiber , 2005 .
[25] Richard J. Bathurst,et al. Reinforcement loads in geosynthetic walls and the case for a new working stress design method , 2005 .
[26] S. W. Perkins,et al. CONSTITUTIVE MODELING OF GEOSYNTHETICS , 2000 .
[27] L. Z. Wang,et al. Integral Transform Analysis of the Wave-Induced Response in Seabed and Its Application , 2006 .
[28] Yung-Shan Hong,et al. Soil-nonwoven geotextile filtration behavior under contact with drainage materials , 2006 .
[29] A. Fakher,et al. Development of Horizontal Slice Method for seismic stability analysis of reinforced slopes and walls , 2006 .
[30] R. Bellman. Introduction To Matrix Analysis Second Edition , 1997 .