Estimation of horizontal bearing capacity of mat foundation on structured and over-consolidated clays under cyclic wave loads
Tài liệu tham khảo
Gourvenec, 2022, Global assessment of historical, current and forecast ocean energy infrastructure: implications for marine space planning, sustainable design and end-of-engineered-life management, Renew Sustain Energy Rev, 154, 10.1016/j.rser.2021.111794
Jiang, 2021, Installation of offshore wind turbines: a technical review, Renew Sustain Energy Rev, 139, 10.1016/j.rser.2020.110576
Wang, 2010, Investigation on installation of offshore wind turbines, J Mar Sci Appl, 9, 175, 10.1007/s11804-010-9076-y
Kaldellis, 2016, Environmental and social footprint of offshore wind energy. Comparison with onshore counterpart, Renew Energy, 92, 543, 10.1016/j.renene.2016.02.018
Gourvenec, 2014, A method for predicting the consolidated undrained bearing capacity of shallow foundations, Geotechnique, 64, 215, 10.1680/geot.13.P.101
Guo, 2022, Centrifuge experiment on the penetration test for evaluating undrained strength of deep-sea surface soils, Int J Min Sci Technol, 32, 363, 10.1016/j.ijmst.2021.12.005
Suryasentana, 2020, Assessment of numerical procedures for determining shallow foundation failure envelopes, Geotechnique, 70, 60, 10.1680/jgeot.18.P.055
Andersen, 2007, Bearing capacity under cyclic loading — offshore, along the coast, and on land. The 21st Bjerrum Lecture presented in Oslo, Can Geotech J, 46, 513, 10.1139/T09-003
Eicher, 2003, Stress and deformation of offshore piles under structural and wave loading, Ocean Eng, 30, 369, 10.1016/S0029-8018(02)00031-8
Zografou, 2019, Vertical cyclic loading response of shallow skirted foundation in soft normally consolidated clay, Can Geotech J, 56, 473, 10.1139/cgj-2018-0179
Lu, 2010, Dynamic response of an offshore pile to pseudo-Stoneley waves along the interface between a poroelastic seabed and seawater, Soil Dynam Earthq Eng, 30, 184, 10.1016/j.soildyn.2009.10.004
Panique Lazcano, 2020, Bearing capacity of shallow foundation under cyclic load on cohesive soil, Comput Geotech, 123, 10.1016/j.compgeo.2020.103556
Zhang, 2006, Monotonic and cyclic tests of interface between structure and gravelly soil, Soils Found, 46, 505, 10.3208/sandf.46.505
Zhang, 2008, Unified Modeling of monotonic and cyclic behavior of interface between structure and gravelly soil, Soils Found, 48, 231, 10.3208/sandf.48.231
Zhang, 2009, Constitutive rules of cyclic behavior of interface between structure and gravelly soil, Mech Mater, 41, 48, 10.1016/j.mechmat.2008.08.003
Zhang, 2011, Dilatancy of the interface between a structure and gravelly soil, Geotechnique, 61, 75, 10.1680/geot.9.P.051
Rehman, 2019, Shear coupling effect of monotonic and cyclic behavior of the interface between steel and gravel, Can Geotech J, 56, 876, 10.1139/cgj-2018-0262
Rehman, 2021, Three-dimensional elasto-plastic damage model for gravelly soil-structure interface considering the shear coupling effect, Comput Geotech, 129, 10.1016/j.compgeo.2020.103868
Rehman, 2020, Large-scale test study on the three-dimensional behavior of the gravel–concrete interface of a CFR dam, Int J GeoMech, 20, 10.1061/(ASCE)GM.1943-5622.0001701
Gajan, 2009, Contact interface model for shallow foundations subjected to combined cyclic loading, J Geotech Geoenviron Eng, 135, 407, 10.1061/(ASCE)1090-0241(2009)135:3(407)
Wang, 2018, Load-settlement response of shallow square footings on geogrid-reinforced sand under cyclic loading, Geotext Geomembranes, 46, 586, 10.1016/j.geotexmem.2018.04.009
Chen, 2020, Undrained dynamic behaviour of peaty organic soil under long-term cyclic loading, Part II: constitutive model and simulation, Soil Dynam Earthq Eng, 129, 10.1016/j.soildyn.2019.01.039
Cheng, 2020, A simple single bounding surface model for undrained cyclic behaviours of saturated clays and its numerical implementation, Soil Dynam Earthq Eng, 139, 10.1016/j.soildyn.2020.106389
Asaoka, 1998, Super loading yield surface concept for the saturated structured soils, 233
Asaoka, 2002, An elasto-plastic description of two distinct volume change mechanisms of soils, Soils Found, 42, 47, 10.3208/sandf.42.5_47
Ye, 2016, Investigation of the overconsolidation and structural behavior of Shanghai clays by element testing and constitutive modeling, Undergr Space, 1, 62, 10.1016/j.undsp.2016.08.001
Roscoe, 1963, Mechanical behaviour of an idealized 'wet' clay, Proc 2nd Eur Conf Soil Mech, 47
Zhang, 2007, Explanation of cyclic mobility of soils: approach by stress-induced anisotropy, Soils Found, 47, 635, 10.3208/sandf.47.635
Roscoe, 1968
Sekiguchi, 1977, Induced anisotropy and its time dependence in clays, Const Equ Soils Proc Spec Sess
Hashiguchi, 1977, Elastoplastic constitutive laws of granular materials, Const Equ Soils Proc Spec Sess
Zhang, 2018, Elasto-plastic model of structured marine clay under general loading conditions, Appl Ocean Res, 76, 211, 10.1016/j.apor.2018.04.011
Leng, 2018, Laboratory study for soil structure effect on marine clay response subjected to cyclic loads, Ocean Eng, 147, 45, 10.1016/j.oceaneng.2017.10.020
Ye, 2018, Numerical testing on wave-induced seabed liquefaction with a poro-elastoplastic model, Soil Dynam Earthq Eng, 105, 150, 10.1016/j.soildyn.2017.11.026
Zhang, 2018, Elastoplastic model for overconsolidated clays with focus on volume change under general loading conditions, Int J GeoMech, 18, 10.1061/(ASCE)GM.1943-5622.0001101
Yadav, 2020, Unified numerical study of shallow foundation on structured soft clay under unconsolidated and consolidated-undrained loadings, Mar Georesour Geotechnol, 38, 400, 10.1080/1064119X.2019.1576244
Gao, 2021, Numerical simulation of suction bucket foundation response located in liquefiable sand under earthquakes, Ocean Eng, 235, 10.1016/j.oceaneng.2021.109394