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英文期刊论文
1.Wang L.Z.,Lai Y.Q.,Hong Y.,Masin,D.A unified lateral soil reaction model for monopiles in soft clay considering various length-to-diameter(L/D)ratios.Ocean Engineering,2021,212,107492.
2.Fang J.,Wang L.Z.,Hong Y.,Zhao J.D.Influence of solid-fluid interaction on impact dynamics against rigid barrier:CFD-DEM modelling.Géotechnique,2021.Published online.
3.Lai Y.Q.,Wang L.Z.,Zhang Y.H.,Hong Y.Site-specific soil reaction model for monopiles in soft clay based on laboratory element stress-strain curves.Ocean Engineering.2021,15:108437.
4.Liu Y J.,Yin Z.Y.,Wang L.Z.,Hong Y.A coupled CFD-DEM investigation of internal erosion considering suspension flow.Canadian Geotechnical Journal.2021.(accepted)
5.Hong Y.,Wang X.T.,Wang L.Z.*,Gao Z.W.A state-dependent constitutive model for coarse-grained gassy soil and its application in slope instability modelling.Computers And Geotechnics,2021,129,DOI:10.1016/j.compgeo.2020.103847.
6.Hong Y.,Chen X.Y.,Wang L.Z*.,Yang B.,M.Sanchez.Distinct undrained cyclic behavior of fine-grained gassy soil at various initial pore water pressures.Journal of Geotechnical and Geoenvironmental Engineering,2021,147(2):06020027.
7.Duque J.,Ochmanski M.,Masin D.,Hong Y.,Wang L.Z.On behavior of monopiles subjected to multiple episodes of cyclic loading and reconsolidation in cohesive soils,Computers and Geotechnics,2021.134.
8.Liang X.,Huang D.C.,Wang T.,Liu Z.,Zhu R.H.,Wang L.Z.,Huang C.,Lagrangian radial basis function-based particle hydrodynamics method and its application for viscous flows,International Journal For Numerical Methods In Engineering,2021,122(8):1964-1989.
9.Chen W.Y.,Gao Y.Y.,Wang L.Z.,Guo Z.,Wang B.Numerical simulation of wave run-up on four cylinders in a square configuration,Applied Ocean Research,2021,108:102519,DOI:10.1016/j.apor.2020.102519.
10.Rui S.J.,Wang L.Z.,Guo Z.,Zhou W.J.,Li Y.J.Cyclic behavior of interface shear between carbonate sands and steel.Acta Geotech.2021,16,189–209.
11.Rui S.J.,Wang L.Z.,Guo Z.,Cheng X.M.,Wu B.Monotonic behavior of interface shear between carbonate sands and steel.Acta Geotech.2021,16,167–187.
12.Li Y.J.,Guo Z.,Wang L.Z*.,Ye Z.,Shen C.F.Interface shear behavior between MICP-treated calcareous sand and steel.Journal of Materials in Civil Engineering.2021,33(2):04020455.
13.Zhou W.J.,Guo Z.,Wang L.Z.,Li J.,Rui S.J.Simplified t-z models for estimating the frequency and inclination of jacket supported offshore wind turbines.Computers and Geotechnics,2021,132(4):103959.
14.Wang H.,Lehane B.M.,Bransby M.F.,Wang L.Z.,Hong Y.A simple approach for predicting the ultimate lateral capacity of a rigid pile in sand,Geotechnique Letters,2020,10(3):429-435.
15.Zhou W.J.,Guo Z.,Wang L.Z.,Li J.H.,Rui S.J..Effect of cyclic jacking on sand-pile interface shear behaviour.Soil Dynamics and Earthquake Engineering,2020,141(10):106479.
16.Wang L.Z.,Rui S.J.,Guo Z.,Gao Y.Y.,Zhou W.J.,Liu Z.Y.Seabed trenching near the mooring anchor:History cases and numerical studies.Ocean Engineering,2020 218,108233.
17.Rui S.J.,Wang L.Z.,Guo Z.,Liu H.C.,Zhou W.J.Numerical Investigations on Load Transfer of Mooring Line Considering Chain-seabed Dynamic Interaction.Marine Georesources and Geotechnology.2020.https://doi.org/10.1080/1064119X.2020.1846646.
18.Li Y.J.,Guo Z.,Wang L.Z*.,Li Y.L.,Liu Z.Y.Shear resistance of MICP cementing material at the interface between calcareous sand and steel.Materials Letters.2020,274(1):128009.
19.Zeng F.Y.,Guo Z.,Wang L.Z.,Gao Y.Y.,Liu Z.Y.Experimental investigation on macro-mesoscopic characteristics of seepage flow in transparent porous media,Applied Ocean Research,2020,105:102424.
20.Gao Y.Y.,Zhang Y.M.,Zhao M.,Wang L.Z.Numerical investigation on two degree-of-freedom flow-induced vibration of three tandem cylinders.Ocean Engineering,2020,201,107059.
21.Zhou W.J.,Guo Z.,Wang L.Z.,Li J.H.,Rui S.J.Sand-steel interface behaviour under large-displacement and cyclic shear.Soil Dynamics and Earthquake Engineering.2020,138,106352.
22.Wang L.Z.,Zhou W.J.,Guo Z.,Rui.S.J.Frequency Change and Accumulated Inclination of Offshore Wind Turbine Jacket Structure with Piles in Sand under Cyclic Loadings.Ocean Engineering.2020,217,1082045.
23.Liu Y.J.,Wang L.Z.,Hong Y.,Zhao J.D.,Yin Z.Y.A Coupled CFD-DEM investigation of suffusion of gap graded soil:coupling effect of confining pressure and fines content.Int J Numer Anal Methods Geomech.2020,44(18):2473-2500.
24.Gao Z.W.,Hong Y.,Wang L.Z.Constitutive modelling of fine-grained gassy soil:A composite approach,International Journal For Numerical And Analytical Methods In Geomechanics,2020,44(9):1350-1368.
25.Shan Z.G.,Zhang W.C.,Wang D.,Wang L Z.Numerical investigations of retrogressive failure in sensitive clays:revisiting 1994 Sainte-Monique slide,Quebec.Landslides,2020,DOI:10.1007/s10346-020-01567-4.
26.Gao Y.Y.,Chen W.Y.,Wang B.,Wang L.Z.Numerical simulation of the flow past six-circular cylinders in rectangular configurations,Journal Of Marine Science And Technology,2020,25(3):718-742.
27.Wang H.,Wang L.Z.,Hong Y.,He B.,Zhu R.H.Quantifying the influence of pile diameter on the load transfer curves of laterally loaded monopile in sand.Applied Ocean Research,2020,101,102196.
28.Wang K.J.,Wang L.Z.,Hong Y.Modelling thermo-elastic–viscoplastic behaviour of marine clay.Acta Geotech.2020,15(9):2415-2431.
29.Lai Y.Q.,Wang L.Z.,Hong Y.,He B.Centrifuge modeling of cyclic lateral behavior of large-diameter monopiles in soft clay:effects of episodic cycling and reconsolidation.Ocean Engineering,2020,200,107048.
30.Hong Y.,Wang L.Z*.,Zhang J.F.,Gao Z.W.3D elastoplastic model for fine-grained gassy soil considering the gas-dependent yield surface shape and stress-dilatancy.Journal of Engineering Mechanics,ASCE.2020,146(5),04020037.
31.Gao Z.W.,Hong Y.,Wang L.Z.Constitutive modelling of fine‐grained gassy soil:A composite approach.International Journal for Numerical and Analytical Methods in Geomechanics,A Simple Method to Evaluate the natural frequency of Jacket Supported Offshore Wind.2020,44(9):1350-1368.http://doi.org/10.1002/nag.3065.
32.He B.,Lai Y.Q.,Wang L.Z.,Hong Y.,Zhu,R.H.Scour effects on the lateral behavior of a large-diameter monopile in soft clay:role of stress history.Journal of Marine Science and Engineering,2019,7(6):170-182.
33.Zhou W.J.,Wang L.Z.,Guo Z.,Liu J.W.,Rui S.J.A novel t-z model to predict the pile responses under axial cyclic loadings,Computers and Geotechnics,2019,112:120-134.
34.Guo Z.,Jeng D.S.,Zhao H.Y.,Guo W.,Wang L.Z*.Effect of seepage flow on sediment incipient motion around a free spanning pipeline,Coastal Engineering,2019,143:50-62.
35.Li K.,Guo Z.,Wang L.Z*.,Jiang H.Y.Effect of seepage flow on shields number around a fixed and sagging pipeline,Ocean Engineering,2019,172:487-500.
36.Shen K.M.,Guo Z.,Wang L.Z.Prediction of the whole mooring chain reaction to cyclic motion of a fairlead,Bulletin of Engineering Geology and the Environment,2019,78(4):2197-2213.
37.Hong Y.,Wang L.Z.*,Yang B.,Zhang J.F.Stress-dilatancy behaviour of bubbled fine-grained sediments.Engineering Geology,2019,260(3):105-196.
38.Hong Y.,Zhang J.F.,Wang L.Z*.,Liu T.On evolving size and shape of gas bubble in marine clay under multi-stage loadings:μCT characterization and cavity contraction analysis.Canadian Geotechnical Journal,2019,doi.org/10.1139/cgj-2019-0076.
39.Gao Y.Y.,Qu X.C,Zhao M,Wang L.Z.Three-dimensional numerical simulation on flow past three circular cylinders in an equilateral-triangular arrangement.Ocean Engineering,2019,189:106375.
40.Zhou W.J.,Guo Z.,Wang L.Z.,Rui S.J.Dynamic Responses of Jacket Foundation Offshore Wind Turbine Considering the Cyclic Loading Effects,Energy Geotechnics,Seg-2018,2019,451-458,DOI:10.1007/978-3-319-99670-7_56.
41.Li H.W.,Lai Y.M.,Wang L.Z.,Yang X.S.,Jiang N.S.,Li,L.,Wang C.,Yang B.C.Review of the state of the art:interactions between a buried pipeline and frozen soil,Cold Regions Science And Technology.2019,157:171-186.
42.Yu T.,Zhang M.,Kang D.,Zhao S.,Ding A.Q.,Lin Q.J.,Xu D.D.,Hong Y.,Wang L.Z.,Zheng P.Characteristics of Microbial Communities and Their Correlation With Environmental Substrates and Sediment Type in the Gas-Bearing Formation of Hangzhou Bay,China,2019,10,2421.DOI:10.3389/fmicb.2019.02421.
43.Liang X.,Zha X.,Jiang X.,Wang L.Z.,Leng J.X.,Cao Z.Semi-analytical solution for dynamic behavior of a fluid-conveying pipe with different boundary conditions,Ocean Engineering,2018,163:183-190.
44.Wang Y.Q.,Hong,Y.,Guo Z.,Wang L.Z.Micro-and macro-mechanical behavior of crushable calcareous sand in South China Sea.Rock And Soil Mechanics,2018,39(1):199.
45.Wang L.Z.,Liu Y.J.,Hong Y.,Liu S.M.Predicting deformation of multipropped excavations in soft clay with a modified mobilizable strength design(MMSD)method.Computers and Geotechnics,2018,104:54-68.
46.Wang L.Z.,Wang H.,Zhu B.,Hong Y.Comparison of monotonic and cyclic lateral response between monopod and tripod bucket foundations in medium dense sand.Ocean Engineering,2018,155:88-105.
47.Ma L.L.,Wang L.Z.,Guo Z.,Jiang H.Y.,Gao Y.Y.Time development of scour around pile groups in tidal currents.Ocean Engineering,2018,163:400-418.
48.Ma L.L.,Gao Y.Y.,Guo Z.,Wang L.Z.Experimental investigation on flow past nine cylinders in a square configuration.Fluid Dynamics Research,2018,50(2):1-29
49.Guo Z.,Jeng D.S.,Guo W.,Wang L.Z*.Failure mode and capacity of suction caisson under inclined short-term static and one-way cyclic loadings.Marine Georesources and Geotechnology,2018,36(1):52-63.
50.Hong Y.,Wang L.Z*.,Charles W.W.Ng,Yang B.Effect of initial pore pressure on undrained shear behaviour of fine-grained gassy soil.Canadian Geotechnical Journal,2017,54(11):1592-1600.
51.He R.,Wang L.Z.,Pak R.Y.,Guo Z.,Zheng J.Vertical elastic dynamic impedance of a large diameter and thin-walled cylindrical shell type foundation.Soil Dynamics and Earthquake Engineering,2017,95:138-152.
52.Zhang Y.Q.,Wang L.Z.,Pang M.,Fan L.F.Analysis of strain localization in porous media with transversely isotropic elasticity under undrained conditions.Journal of Theoretical and Applied Mechanics,2017,55(1):199-211.
53.Wang Z.,Zhang Y.,Chen F.,Wang G.,Wang L.Z.,Jiang J.Axial bearing capacity of large-diameter grouted connections analyzed by means of a simplified double shear test.Construction and Building Materials,2017,134:245-253.
54.He B,Wang L.Z.,Hong Y.Field testing of one-way and two-way cyclic lateral responses of single and jet-grouting reinforced piles in soft clay.Acta Geotechnica,2017,12:1021-1034.
55.Hong Y.,He B.,Wang L.Z*.,Wang Z.,Ng C.W.W.,Mašín David.Cyclic lateral response and failure mechanisms of a semi-rigid pile in soft clay:centrifuge tests and numerical modeling.Canadian Geotechnical Journal,2017,54:806-824.
56.Wang L.Z.,Li K.,Yuan F.Lateral cyclic interaction between catenary riser and soft seabed.Applied Ocean Research,2017,63:11-23.
57.He R.,Pak R.Y.S.,Wang L.Z.Elastic lateral dynamic impedance functions for a rigid cylindrical shell type foundation.International Journal for Numerical and Analytical Methods in Geomechanics,2017,41(4):508-526.
58.Shen K.M.,Wang L.Z.,Guo Z.,Jeng D.S.,Numerical investigations on pore-pressure response of suction anchors under cyclic tensile loadings.Engineering Geology,2016,227(21):108-120.
59.Wang L.Z.,Wang K.J.,Hong Y.Modeling temperature-dependent behavior of soft clay.Journal of Engineering Mechanics,2016,142(8):04016054.
60.Hong Y.,Koo C.H.,Zhou C.,Ng C.W.W.,Wang L.Z.Small strain path-dependent stiffness of Toyoura sand:Laboratory measurement and numerical implementation.International Journal of Geomechanics,2016,17(1):04016036.
61.Del Linz P.,Liang X.,Hooper P.A.,Wang L.Z.,Dear J.P.An analytical solution for pre-crack behaviour of laminated glass under blast loading.Composite Structures,2016,144:156-164.
62.Guo Z.,Wang L.Z.,Yuan F.Quasi-static analysis of the multicomponent mooring line for deeply embedded anchors.Journal of Offshore Mechanics and Arctic Engineering,2016,138(1):011302.
63.He R.,Wang L.Z.Elastic rocking vibration of an offshore gravity base foundation.Applied Ocean Research,2016,55:48-58.
64.He B.,Wang L.Z.,Hong Y.Capacity and failure mechanism of laterally loaded jet-grouting reinforced piles:field and numerical investigation.Science China Technological Sciences,2016,59(5):763-776.
65.Wang Z.,Wang L.Z.,Wang J.C.,Li L.L.Case study on the rehabilitation of a damaged underwater tunnel in the construction phase.Journal of Performance of Constructed Facilities,2016,30(1):C4014003.
66.Hong Y.,Ng C.W.W.,Chen Y.M.,Wang L.Z*.,Chan V.S.Y.Field study of downdrag and dragload of bored piles in consolidating ground.Journal of Performance of Constructed Facilities,2015,30(3):04015050.
67.Hong Y.,Soomro M.A.,Wang L.Z*.,Yan J.J.,Li B.Tunnelling under pile groups and rafts:Numerical parametric study on tension effects.Computers and Geotechnics,2015,68:54-65.
68.Wang L.Z.,He B.,Hong,Y.,Guo Z.,Li L.L.,Field tests of the lateral monotonic and cyclic performance of jet-grouting reinforced cast-in-place piles.Journal of Geotechnical and Geo-environmental Engineering,ASCE.2015 141(5),06015001.
69.Guo Z.,Yu L.,Wang L.Z.,Bhattacharya S.,Nikitas G.,Xing Y.Model tests on the long-term dynamic performance of offshore wind turbines founded on monopiles in sand.Journal of Offshore Mechanics and Arctic Engineering,2015,137(4):041902.
70.Wang L.Z.,Yin Z.Y.Stress dilatancy of natural soft clay under an undrained creep condition.International Journal of Geomechanics,2015,15(5):A4014002.
71.Yu L.Q.,Wang L.Z*.,Guo Z.,Bhattacharya S.,Nikitas G.,Li L.L.,Xing,Y.L.Long-term dynamic behavior of monopile supported offshore wind turbines in sand.Theoretical and Applied Mechanics Letters,2015,5(2):80-84.
72.Liang X.,Wu Z.J.,Wang L.Z.,Liu G.H.,Wang Z.Y.,Zhang W.G.Semi-analytical three-dimensional solutions for the transient response of functionally graded material rectangular plates.Journal of Engineering Mechanics,2015,doi:10.1061/(ASCE)EM.1943-7889.0000908.
73.Hong Y.,Ng C.W.W.,Wang L.Z*.Initiation and failure mechanism of base instability of excavations in clay subjected to hydraulic uplift.Canadian Geotechnical Journal,2015,52(5),599-608.
74.Liang X.,Wang Z.Y.,Wang L.Z.,Bassam A.Izzuddin,Liu G.H.A semi-analytical method to evaluate the dynamic response of functionally graded plates subjected to underwater shock.Journal of Sound and Vibration,2015,336:257-274.
75.Liang X.,Kou H.L.,Wang L.Z.,Palmer A.C.,Wang Z.Y.,Liu G.H.Three dimensional transient analysis of functionally graded material annular sector plate under various boundary conditions.Composite Structures,2015,132:584-596.
76.Wang L.Z.,Chen K.X.,Hong Y.,Ng C.W.W.Effect of consolidation on responses of a single pile subjected to lateral soil movement.Canadian Geotechnical Journal,2015,52(6),769–782.
77.Wang L.Z*.,Sun L.W.,Wang Z.Field monitoring of a subsea shield tunnel during standpipe lifting.Tunnelling and Underground Space Technology,2015,45:52-62.
78.Yuan F.,Randolph M.,Wang L.Z.,Zhao L.,Tian Y.H.Refined analytical models for pipe-lay on elasto-plastic seabed.Applied Ocean Research,2014,48:292-300.
79.Shi R.W.,Wang L.Z*.A single buoyancy load to trigger lateral buckles in pipelines on a soft seabed.Journal of Engineering Mechanics,ASCE,2014,141(5):04014151.
80.Wang L.Z*.,Shen K.M.,Li L.L.,Guo Z.Integrated analysis of drag embedment anchor installation.Ocean Engineering,2014,88:149-163.
81.Yuan F.,Li L.L.,Guo Z.,Wang L.Z*.Landslide impact on submarine pipelines:analytical and numerical analysis.Journal of Engineering Mechanics,ASCE,2014:04014109-1.
82.Wang L.Z*.,Long F.Base stability analysis of braced deep excavation in undrained anisotropic clay with upper bound theory.SCIENCE CHINA-Technological Sciences,2014,57(9):1677-1688.
83.Liang X.,Wang Z.Y.,Wang L.Z.,Liu G.H.Semi-analytical solution for three-dimensional transient response of functionally graded annular plate on a two parameter viscoelastic foundation.Journal of Sound and Vibration,2014,333(12):2649-2663.
84.Wang L.Z*.,Zhang J.,Yuan F.,Li K.Interaction between catenary riser and soft seabed:large-scale indoor tests.Applied Ocean Research,2014,45:10-21.
85.Xie X.,Wang L.Z.,Zhang Y.Q.Unified solution of a borehole problem with size effect.Acta Mech,2014,225(6):1769-1778.
86.Wang Z.,Wang L.Z*.,Li L.L.,Wang J.C.Failure mechanism of tunnel lining joints and bolts with uneven longitudinal ground settlement.Tunnelling and Underground Space Technology,2014,40:300-308.
87.Wang L.Z*.,Yu L.Q.,Guo Z.,Wang Z.Y.Seepage induced soil failure and its mitigation during suction caisson installation in silt.Journal of Offshore Mechanics and Arctic Engineering,2013,136(1):011103-1.
88.Guo Z.,Wang L.Z*.,Yuan F.Set-up and pullout mechanism of suction caisson in a soft clay seabed.Marine Georesources and Geotechnology,2013,32:135-154.
89.Yang Z.X.,Yang J.,Wang L.Z.Micro-scale modeling of anisotropy effects on undrained behavior of granular soils.Granular Matter,2013,15(5):557-572.
90.Jiang H.Y.,Wang L.Z*.,Li L.L.,Guo Z.Safety evaluation of an ancient masonry seawall structure with modified DDA method.Computers and Geotechnics,2013,55:277-289.
91.Zhang Y.Q.,Wang L.Z.Burst pressure of pipelines with plastic anisotropy under combined internal and external pressures.Journal of Engineering Mechanics,ASCE,2013,139(7):920-924.
92.Zhang Y.Q.,Wang L.Z.,Jin W.L.Theoretical assessment of burst failure of internally pressurized defect-free pipelines with plastic anisotropy.China Ocean Engineering,2013,27:427-436.
93.Wang Z.Y.,Liang X.,Fallah A.S.,Liu G.H.,Luoca L.A.,Wang L.Z.A novel efficient method to evaluate the dynamic response of laminated plates subjected to underwater shock.Journal of Sound and Vibration,2013,332(21):5618-5634.
94.Shi R.W.,Wang L.Z*.,Yuan F.,Guo Z.Upheaval buckling of a pipeline with prop imperfection on a plastic soft seabed.Thin-walled structure,2013,65:1-6.
95.He R.,Wang L.Z*.,Yu H.Y.Vertical vibration of a rigid disc embedded in a poroelastic half-space in contact with a fluid half-space.Wave Motion,2013,50(3):363-373.
96.He R.,Wang L.Z*.Horizontal vibration of a rigid disk buried in a poroelastic half-space in contact with a fluid half-space.Soil Dynamics and Earthquake Engineering,2013,44:38-41.
97.Wang L.Z*.,Jiang H.Y.,Yang Z.X.,Xu Y.C.,Zhu X.B.A development of discontinuous deformation analysis with displacement-dependent interface shear strength.Computers and Geotechnics,2013,47:91-101.
98.Wang L.Z*.,Xie Y.G.,Wu Y.X.,Guo Z.,Xu Y.C.,Zhu X.B.Failure mechanism and conservation of ancient seawall structure along the Hangzhou Bay-China.Journal of Coastal Research,2012,28(6):1393-1430.
99.Jin C.W.,Wang L.Z.,Zhang Y.Q.Strength differential effect and influence of strength criterion on burst pressure of thin-walled pipelines.Applied Mathematics and Mechanics,2012,33(11):1361-1370.
100.He R.,Wang L.Z*.A coupled fluid layer-rigid disc-poroelastic half-space vibration problem.Soil Dynamics and Earthquake Engineering,2012,43:114-123.
101.Wang L.Z.,Dan H.B.,Li L.L.Modelling strain-rate dependent behavior of K0-consolidated soft clays.Journal of Engineering Mechanics,ASCE,2012,138(7):738-748.
102.Yuan F.,Guo Z.,Li L.L.,Wang L.Z.Numerical Model for Pipeline Laying During S-lay.Journal of Offshore Mechanics and Arctic Engineering,2012,134(2):021703.
103.Yang Z.X.,Yang J.,Wang L.Z.On the influence of inter-particle friction and dilatancy in granular materials:a numerical analysis.Granular Matter,2012,14(3):433-447.
104.Yuan F.,Wang L.Z*.,Guo Z.,Xie Y.G.Analytical analysis of pipeline-soil interaction during J-lay on a plastic seabed with bearing resistance proportional to depth.Applied Ocean Research,2012,36:60-68.
105.Yuan F.,Wang L.Z*.,Guo Z.,Shi R.W.A refined analytical model for landslide or debris flow impact on pipelines-Part I:surface pipelines.Applied Ocean Research,2012,35:95-104.
106.Yuan F.,Wang L.Z*.,Guo Z.,Shi R.W.A refined analytical model for landslide or debris flow impact on pipelines-Part II:embedded pipelines.Applied Ocean Research,2012,35:105-114.
107.Wang L.Z*.,Yuan F.,Guo Z.,Li L.L.(2012).Analytical prediction of pipeline behaviors in J-lay on plastic seabed,Journal of Waterway,Port,Coastal,and Ocean Engineering,138(2):77-85.
108.He R.,Wang L.Z*.,Yu H.S.Time harmonic point load and dynamic contact problem of contacting fluid and poroelastic half-spaces.Soil Dynamics and Earthquake Engineering,2012,36:20-31.
109.Wang P.,Cai Y.Q.,Ding G.Y.,Wang L.Z.Seismic effects of incident P waves on an embedded foundation in poroelastic half-space.Journal of Sound and Vibration,2012,331(7):1597-1611.
110.Guo Z.,Wang L.Z*.,Yuan F.,Li L.L.Model tests on installation techniques of suction caissons in a soft clay seabed.Applied Ocean Research,2012,34:116-125.
111.Li Z.C.,Wang L.Z*.,Guo Z.,Shu,H.Elastic buckling of cylindrical pipe linings with variable thickness encased in rigid host pipes.Thin-walled structure,2012,51:10-19.
112.Wang L.Z*.,Wang Z.,Li L.L.,Wang J.C.Construction behavior simulation of hydraulic tunnel during standpipe lifting.Tunnelling and Underground Space Technology,2011,26(6):674-685.
113.Li L.L.,Dan H.B.,Wang L.Z.Undrained behavior of natural marine clay under cyclic loading.Ocean Engineering,2011,38(16):1792-1805.
114.Wang L.Z.,Zhang Y.Q.Plastic collapse analysis of thin-walled pipes based on unified yield criterion.International Journal of Mechanical Sciences,2011,53(5):348-354.
115.Wang L.Z*.,Shi R.W.,Yuan F.,Guo Z.,Yu L.Q.Global buckling of pipelines in the vertical plane with soft seabed.Applied Ocean Research,2011,33(2):130-136.
116.Wang P.,Cai Y.Q.,Xu C.J.,Sun H.L.,Wang L.Z.Rocking vibrations of a rigid circular foundation on poroelastic half-space to elastic waves.Soil Dynamics and Earthquake Engineering,2011,31(4):708-715.
117.Wang L.Z*.,Su.H.,Li L.L.,Guo Z.Undrained bearing capacity of spudcan under combined loading.China Ocean Engineering,2011,25(1):1-11.
118.Wang L.Z*.,Guo Z.,Yuan F.Three-dimensional interaction between anchor chain and seabed.Applied Ocean Research,2010,32(4):404-413.
119.Wang L.Z*.,Yuan F.,Guo Z.,Li L.L.Numerical Analysis of pipeline in J-lay problem.Journal of Zhejiang University,2010,11(11):908-920.
120.Wang L.Z*.,Guo Z.,Yuan F.Quasi-static three-dimensional analysis of suction anchor mooring system.Ocean Engineering,2010,7:1127-1138.
121.Wang L.Z*.,Li L.L.,Lv X.J.Complex variable solutions for shield-tunneling induced ground movement.International Journal of Geomechanics,ASCE,2009,9(2):63-72.
122.Wang L.Z*.,Shen K.L.,Ye S.H.Undrained shear strength of K0 consolidated soft soils.International Journal of Geomechanics,ASCE,2008,8(2):105-113.
123.Zhang Y.Q.,Lu Y.,Wang L.Z.Investigation of vertical vibrations of rigid disk on saturated poroelastic stratum under high-frequency excitation.International Journal of Engineering Science,2008,46:202-210.
124.Wang L.Z*.,Pan D.Z.,Pan,C.H.Analytical solution for wave-induced response of seabed with variable shear modulus.China Ocean Engineering,2007,21(3):389-400.
125.Pan D.Z.,Wang L.Z*.,Pan,C.H.Experimental investigation on the wave-induced pore pressure around shallowly embedded pipelines.Acta Oceanologica Sinica,2007,26(5):125-135.
126.Pan D.Z.,Wang L.Z*.,Pan,C.H.State-space solution of seabed-geotextile systems subjected to cyclic wave loading.Geotextiles and Geomembranes,2007,25(4-5):242-250.
127.Zhang Y.Q.,Lu Y.,Wang L.Z.Vertical vibrations of rigid circular disks underground-transmitted high-frequency waves.Journal of Sound and Vibration,2007,304:272-283.
128.Chen W.Q.,Wang L.Z.,Lu Y.Free vibrations of functionally graded piezoceramic hollow spheres with radial polarization.Journal of Sound and Vibration,2002,251(1):103-114.
129.Hu Y.Y.,Wang L.Z.,Chen Y.M.,Wu S.M.Scattering and refraction of plane strain wave by a cylindrical inclusion in fluid-saturated soils.Acta Seismologica Sinica,1998,11(3):355-363.
130.Hu Y.Y.,Wang L.Z.,Chen Y.M.,Wu S.M.The reflection and transmission of elastic waves at a interface between a transversely isotropic elastic soils and saturated soils.Acta Seismologica Sinica,1998,11(6):699-709.
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3.刘振宇,王立忠,国振,黄建武,吴建国.可渗透海床单桩孤立波破碎波浪力数值研究,海洋工程,2019,37(5):57-67.
4.刘浩晨,国振,王立忠,沈侃敏.漂浮式水上光伏电站锚泊系统设计方法,太阳能学报,2019,40(12):3485-3492.
5.刘俊伟,王立忠,朱娜,张春巍,赵国晓.开口管桩贯入特性的大尺度模型试验,工程科学学报,2019,02
6.李凯,国振,王立忠.三种不同管土相互作用模型在触地区立管运动模拟中的比较研究.海洋工程,2018,36(3):33-42.
7.马丽丽,国振,王立忠,赵长军,秦肖.单向流条件下单桩桩周冲刷过程特征试验研究.海洋工程,2017,35(1):136-146.
8.王宽君,洪义,王立忠.李玲玲,不排水升温条件下黏性土孔压响应.岩石力学与工程学报,2017,36(9):1-9.
9.贺瑞,王立忠.砂质海床中锚板基础水平振动动力特性研究.岩土工程学报,2015,37(11):2107-2110.
10.李宏伟,王立忠,国振,袁锋.海底泥流冲击悬挂管道拖曳力系数分析.海洋工程,2015,33(6):10-19.
11.王立忠,王宽君,施若苇.管道热屈曲动力过程数值模拟.海洋工程,2015,33(5)：73-76.
12.王立忠,斯丽莎,国振,李玲玲,袁峰.法向承载力锚拖曳安装过程的整体模拟,海洋工程,2012,30(3):18-28.
13.王立忠,吴有霞,徐有成,朱奚冰.钱塘江古海塘水动力作用试验研究.海洋工程,2012,30(3):68-78.
14.国振,王立忠,袁峰.粘土中吸力锚沉贯阻力与土塞形成试验研究.海洋工程,2011,29(1):9-19.
15.王立忠,但汉波,李玲玲.K0固结软土的循环剪切特性及其流变模拟.岩土工程学报,2011,32(12):1946-1955.
16.王立忠,舒恒.Hill稳定条件在有限元法计算地基承载力中的应用.岩石力学与工程学报,2011,29(1):3122-3131.
17.但汉波,王立忠.基于弹粘塑性本构模型的旋转硬化规律.岩石力学与工程学报,2010,29(1):184-192.
18.李玲玲,陈振华,王立忠.软弱滩涂上堤基细砂垫层的适用性研究.岩石力学与工程学报,2009,28(12):2577-2584.
19.国振,王立忠.吸力锚基础锚泊线准静力分析模型.海洋工程,2009,27(4):1-8.
20.沈恺伦,王立忠.天然软黏土屈服面及流动法则试验研究.土木工程学报,2009,42(4):119-127.
21.李玲玲,王立忠,刑月龙.大直径钻孔灌注桩负摩阻力试验研究.岩石力学与工程学报,2009,28(3):583-590.
22.王立忠,舒恒.不排水粘土中深埋锚板的抗拔承载力.岩土工程学报,2009,31(6):829-836.
23.王立忠,缪成章.慢速滑动泥流对海底管道的作用力研究.岩土工程学报,2008,30(7):982-987.
24.王立忠,沈恺伦.K0固结结构性软黏土的旋转硬化规律研究.岩土工程学报,2008,30(6):863-872.
25.但汉波,王立忠.K0固结软粘土的应变率效应研究.岩土工程学报,2008,30(5):718-725.
26.王立忠,但汉波.K0固结软粘土的弹粘塑性本构模型.岩土工程学报,2007,29(9):1344-1354.
27.李玲玲,王立忠.新建海堤下盾构隧道施工技术措施及监控.岩土工程学报,2007,29(7):995-1003.
28.王立忠,李玲玲.结构性土体的施工扰动及其对沉降的影响.岩土工程学报,2007,29(5):697-704.
29.王立忠,沈恺伦.K0固结结构性软粘土的本构模型.岩土工程学报,2007,29(4):496-504.
30.王立忠,吕学金.复变函数分析盾构隧道施工引起的地基变形.岩土工程学报,2007,29(3):319-327.
31.王立忠,潘冬子,潘存鸿.波浪对海床作用的试验研究,土木工程学报.2007,40(9):101-109.
32.张忠苗,喻君,张广兴,王立忠.杭州市郊来龙山滑坡的治理与监测.工程地质学报,2007,15(05):0677-683.
33.王立忠,李玲玲.结构性软土非线弹性模型中泊松比的取值.水利学报,2006,37(2):150-159.
34.王立忠,叶盛华,沈恺伦,胡亚元.K0固结软粘土不排水抗剪强度.岩土工程学报,2006,28(8):970-977.
35.王立忠,潘冬子,凌道盛.海床波浪响应的积分变换解及其分析应用.岩土工程学报,2006,28(7):847-852.
36.潘冬子,王立忠,凌道盛.成层海床波浪响应的状态空间解及其应用.海洋工程,2006,24(3):23-30.
37谢锋,朱陆明,王立忠.滑坡监控信息分析中的修正灰色系统预测模型及应用.岩石力学与工程学报,2005,24(22):4099-4105.
38.王立忠,冯永冰.倾斜坡体中水工高压隧洞围岩应力场特性分析.岩石力学与工程学报,2004,23(23):4038-4046.
39.王立忠,沈伟志,陈云敏.富阳来龙山滑坡成因分析及其监控.岩石力学与工程学报,2004,23(17):2943-2948.
40.王立忠,丁利,陈云敏,李玲玲.结构性软土压缩特性研究.土木工程学报,2004,37(4):46-53.
41.王立忠,赵志远,李玲玲.考虑土体结构性的修正邓肯-张模型.水利学报,2004,35(1):83-89.
42.丁利,凌道盛,王立忠等.组合单元法在砂井地基有限元分析中的应用.计算力学学报,2004,21(1):13-20.
43.张超杰,王立忠,陈云敏.一维弹粘塑性固结模型研究.水利学报,2003,33(5):16-23.
44.王立忠,胡亚元等.崩塌松散围岩隧道施工稳定分析与监控.岩石力学与工程学报,2003,22(4):589-595.
45.蒋东旗,王立忠,陈云敏.远场地震引起的单桩横向位移和内力.岩土工程学报,2003,25(2):174-178.
46.王立忠,李玲玲,丁利,李彬,吴承章,李社生温州煤场软土结构性试验研究.土木工程学报,2002,35(1):93-38.
47.王立忠,冯永正等.瑞利波作用下成层地基中单桩横向振动分析.振动工程学报,2001,14(2):205-210.
48.冯永正,王立忠,陈云敏.瑞利波作用下双层地基群桩横向动力响应.振动工程学报,2001,14(3):284-291.
49.郝玉龙,王立忠等.深厚软土水泥搅拌桩复合地基沉降分析与控制.岩土工程学报,2001,23(3):345-349.
50.王立忠,李玲玲.未打穿砂井地基下卧层固结分析.中国公路学报,2000,13(3):4-8
51.柯瀚,王立忠,陈云敏.双层地基中瑞利波引起的桩土竖向共同作用.振动工程学报,2000,13(2):319-324.
52.陈云敏,王立忠,胡亚元,吴世明等.城市固体垃圾填埋场边坡稳定分析.土木工程学报,2000,33(3):92-97.
53.王立忠,柯瀚,陈云敏,吴世明.水泥搅拌桩复合地基地震响应分析.振动工程学报,1998,11(4):416-423.
54.胡亚元,王立忠,陈云敏,吴世明.多层地基二维Biot固结的理论解答.岩土工程学报,1998,(05):20-24.
55.胡亚元,王立忠,张忠苗.横观各向同性饱和土体的实用波动方程.振动工程学报,1998,11(2):170-176.
56.胡亚元,王立忠,陈云敏等.弹性波在横向各向同性弹性土和饱和土界面上的反射与透射.地震学报,1998,20(6):598-606.
57.胡亚元,王立忠,陈云敏等.饱和土体中平面应变波在圆柱体上的散射和折射.地震学报,1998,20(3):300-307.
58.蔡袁强,王立忠,陈云敏等.软土地基基坑开挖中双排桩式围护结构的应用实录.建筑结构学报,1997,18(4):70-76.
59.王立忠,陈云敏,吴世明,丁皓江.饱和弹性半空间在低频谐和集中力作用下的积分形式解.水利学报,1996,27(2):84-88.
60.王立忠,吴世明.波在饱和土中传播若干问题.岩土工程学报,1995,17(6):96-102.
61.夏唐代,王立忠,吴世明.饱和土中Love波的弥散特性,振动工程学报,1995,29(4):493-500.
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