| 000 | 01671nam a2200133Ia 4500 | ||
|---|---|---|---|
| 008 | 220615s9999||||xx |||||||||||||| ||und|| | ||
| 020 | _a9783040000000 | ||
| 245 | 0 | _aNew Advances in Marine Engineering Geology | |
| 546 | _aEnglish[eng] | ||
| 650 | _amarine 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||n/a | ||
| 700 | _aYang, Qing||Jeng, Dong-Sheng||Liu, Xiaolei||Wang, Yin||Sturm, Hendrik | ||
| 856 | _uhttps://mdpi.com/books/pdfview/book/4639 | ||
| 942 | _cEB | ||
| 999 |
_c17651 _d17651 |
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