New Advances in Marine Engineering Geology |
Autore | Yang Qing |
Pubbl/distr/stampa | Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2021 |
Descrizione fisica | 1 electronic resource (258 p.) |
Soggetto topico | Technology: general issues |
Soggetto non controllato |
marine soft soil
double-layer foundation consolidation theory drainage boundary spudcan skirted footing footprint jack-up clay large deformation analysis coral sands porous media model test dispersion mechanical dispersion molecular diffusion soft clay cyclic loads residual pore pressure suction anchor wave seafloor instability pore pressure slide surface gas distribution meshfree method Varans Biot's "u − p" approximation wave-current induced seabed response immersed tunnel sediment liquefaction heavy metal migration interior of sediment the subaqueous Yellow River Delta ocean waves double-frequency microseisms continental margin continental slope coral sand Fujian sand shaking table test dynamic response pile group marine engineering seismic liquefaction novel liquefaction-resistant structures mitigation strategies sand wave pressure sensing technique physical model test field application wingsail aerodynamics numerical simulation marine silty sand small-strain stiffness Hardin model binary packing model dredging and reclamation constitutive relationship centrifugal experiment void ratio-effective stress void ratio-permeability coefficient |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910557896803321 |
Yang Qing | ||
Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2021 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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Structure-Seabed Interactions in Marine Environments |
Autore | Jeng Dong-Sheng |
Pubbl/distr/stampa | Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2021 |
Descrizione fisica | 1 electronic resource (192 p.) |
Soggetto topico | Technology: general issues |
Soggetto non controllato |
wave-seabed-structure interactions
mesh-free model local radial basis function collocation method oscillatory liquefaction irregular wave sand void ratio disturbed state concept disturbance function constitutive model seepage failure critical hydraulic gradient excess pore pressure fluidization degree resuspension soil liquefaction fractional order cyclic mobility spudcan stiffness reduction finite element analysis dual-stage Eulerian-Lagrangian technique slope stability immersed tunnel solitary wave foundation trench numerical modeling scour marine structures numerical modelling sediment transport Biot's equations multiphase theory RANS equations seabed in situ test liquefied submarine sediments rheological characteristics pile jacking consolidation effect saturated fine-grained soil excess pore water pressure pile set-up side shear resistance hybrid Lagrangian-ALE method |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910557693803321 |
Jeng Dong-Sheng | ||
Basel, Switzerland, : MDPI - Multidisciplinary Digital Publishing Institute, 2021 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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