代表性论文

[1]   Zhang P Y, Mu L L, Huang M S. Influence of soil relative density on suffusion of gap-graded soil based on coupled computational fluid dynamics-discrete element method[J]. Yantu Lixue/Rock and Soil Mechanics, 2024, 45(1): 267-283and324.

[2]   Zhang P, Mu L L, Lu Y, et al.. Microscopic insights into suction bucket installation in sand: Coupled coarse-grained CFD-DEM simulations[J]. Computers and Geotechnics, 2024, 167.

[3]   Mu L L, Zhou T, Huang M. Numerical analysis on the behavior of suction anchor under partial drained conditions[A]. 2024, 1332(1).

[4]   Mu L L, Wang S, Huang M. Ultimate Lateral Resistance of Single Piles in Sand[A]. 2024, 1336(1).

[5]   Zhang Z, Wo W, Mu L L, et al.. Mathematical modelling for shield tunneling induced displacement effects on in-service tunnel: theoretical solution including shearing deformation of segment and stiffness reduction of circumferential joints[J]. Applied Mathematical Modelling, 2023, 118: 322–345.

[6]   Zhang X, Hu Z, Mu L L, et al.. Nonlinear investigation of laterally loaded piles in layered sand with a modified conical strain wedge model[J]. Ocean Engineering, 2023, 272.

[7]   Zhang P, Mu L L, Huang M. A coupled CFD-DEM investigation into hydro-mechanical behaviour of gap-graded soil experiencing seepage erosion considering cyclic hydraulic loading[J]. Journal of Hydrology, 2023, 624.

[8]   Mu L L, Liu K, Zhu M X, et al.. Intelligent prediction of excavation-induced retaining wall deformation[A]. 见: Smart Geotechnics for Smart Societies[M]. 2023: 986–995.

[9]   Mu L L, Zhang P, Shi Z, et al.. Predicting longitudinal tunnel deformation due to deep excavation-induced ground movement[J]. Tunnelling and Underground Space Technology, 2023, 131.

[10]Mu L L, Zhang P, Shi Z, et al.. Coupled CFD–DEM Investigation of Erosion Accompanied by Clogging Mechanism under Different Hydraulic Gradients[J]. Computers and Geotechnics, 2023, 153.

[11]Hussaine S M, Mu L L. Correction: Intelligent Prediction of Maximum Ground Settlement Induced by EPB Shield Tunneling Using Automated Machine Learning Techniques (Mathematics, (2022), 10, (4637), 10.3390/math10244637)[J]. Mathematics, 2023, 11(8).

[12]Huang Y, Mu L L, Wang P. Three-dimensional finite element analysis for uplifting independent helix plate anchor in uniform clay[J]. Ocean Engineering, 2023, 285.

[13]Chen Y, Zhang Z, Mu L L, et al.. Numerical Simulation Analysis of Influence of Curved Tunneling on Deformation of Adjacent Strata and Segments[J]. Tunnel Construction, 2023, 43: 271–282.

[14]Mu L L, Chen W, Zhang Y, et al.. A framework of analytical methods for horizontal behaviours of monopiles under V-H-M loads in sand[J]. Marine Georesources and Geotechnology, 2022, 40(3): 349–360.

[15]Li Y, Mu L L, Cao J. Impact of Seepage on the Underground Water Level in a Complex Soil-Water-Structure System[J]. Advances in Civil Engineering, 2022, 2022.

[16]Hussaine S M, Mu L L. Intelligent Prediction of Maximum Ground Settlement Induced by EPB Shield Tunneling Using Automated Machine Learning Techniques[J]. Mathematics, 2022, 10(24).

[17]Qian J, Xu W, Mu L L, et al.. Calibration of soil parameters based on intelligent algorithm using efficient sampling method[J]. Underground Space (China), 2021, 6(3): 329–341.

[18]Qian J, Mu L L, Zhang Y, et al.. Behavior of a Structured Piled Beam-Slab Foundation for a Wind Turbine under Multidirectional Loads in Sand[J]. International Journal of Geomechanics, 2021, 21(3).

[19]Mu L L, Zhou T, Li W. Analysis of lateral behaviour of monopiles considering principal stress rotation under coupled loading in sand[A]. 2021, 861(7).

[20]Mu L L, Zhu M-X, Huang M-S, et al.. Control criteria for deformation of foundation pits based on protection requirements of adjacent pile foundations[J]. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2021, 43(3): 465–470.

[21]Mu L L, Huang M, Roodi G H, et al.. Allowable wall deflection of braced excavation adjacent to pile-supported buildings[J]. Geomechanics and Engineering, 2021, 26(2): 161–173.

[22]Li Y F, Zhu M X, Mu L L. Analysis of Mechanical response of Granular Buried Ditch under high-fill foundation[A]. 2021, 861(3).

[23]Qian J, Tong Y, Mu L L, et al.. A displacement controlled method for evaluating ground settlement induced by excavation in clay[J]. Geomechanics and Engineering, 2020, 20(4): 275–285.

[24]Mu L L, Zhang Y. Cracking elements method with 6-node triangular element[J]. Finite Elements in Analysis and Design, 2020, 177.

[25]Mu L L, Lin J, Shi Z, et al.. Predicting Excavation-Induced Tunnel Response by Process-Based Modelling[J]. Complexity, 2020, 2020.

[26]Mu L L, Chen W, Huang M, et al.. Hybrid Method for Predicting the Response of a Pile-Raft Foundation to Adjacent Braced Excavation[J]. International Journal of Geomechanics, 2020, 20(4).

[27]Zhang J-W, Cao J, Mu L L, et al.. Buoyancy force acting on underground structures considering seepage of confined water[J]. Complexity, 2019, 2019.

[28]Zeng P, Mu L L, Zhang Y. Models for liquid relative permeability of cementitious porous media at elevated temperature: Comparisons and discussions[J]. Mathematical Biosciences and Engineering, 2019, 16(5): 4007–4035.

[29]Mu L L, Wang L, Huang M-S, et al.. Experimental study on influences of leakage of confined water on buoyancy of underground structures[J]. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2019, 41(4): 769–774.

[30]Mu L L, Wang L, Li J, et al.. Numerical analysis of influence of the underground structure on seepage[J]. Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2019, 52: 78–84.

[31]Mu L L, Kang X, Feng K, et al.. Influence of vertical loads on lateral behaviour of monopiles in sand[J]. European Journal of Environmental and Civil Engineering, 2018, 22(sup1): s286–s301.

[32]Lü X, Ma Q, Mu L L, et al.. Model test of the long-term behavior of a pile-net structure subgrade for highspeed railways[J]. Journal of Testing and Evaluation, 2018, 46(6): 2311–2318.

[33]Mu L L, Kang X-Y, Li W. Analytical method for single pile under V-H-M combined loads in sand[J]. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2017, 39: 153–156.

[34]Mu L L, Chen Q, Huang M, et al.. Hybrid approach for rigid piled-raft foundations subjected to coupled loads in layered soils[J]. International Journal of Geomechanics, 2017, 17(5).

[36]Mu L L Huang M. Small strain based method for predicting three-dimensional soil displacements induced by braced excavation[J]. Tunnelling and Underground Space Technology, 2016, 52: 12–22.

[37]Mu L L, Huang M S, Zhang J, et al.. Influence of vertical loads on the behavior of laterally loaded large diameter pile in sand[A]. 2015: 729–734.

[38]Mu L L, Huang M S, Zhang J, et al.. Influence of vertical loads on the behavior of laterally loaded large diameter pile in sand[A]. 见: Frontiers in Offshore Geotechnics III[M]. 2015: 729–734.

[39]Mu L L, Lian K-N, Huang M-S, et al.. Large-scale model test on bearing capacity of piled beam-slab foundation for wind turbine[J]. Yantu Lixue/Rock and Soil Mechanics, 2015, 36(7): 1877–1882.

[40]Mu L L, Huang M S, Zhang Y, et al.. An analytical method for rigid piled-raft foundations subjected coupled loads in layered soils[A]. 2015: 11–16.

[41]Mu L L, Huang M. Small strain model based method for analysis of pile responses induced by excavation[A]. 2015: 1447–1451.

[42]Mu L L, Huang M. Analytical method for evaluation of coupled responses of a multidirectionally loaded pile-raft foundation induced by tunnelling in layered soils[J]. Mathematical Problems in Engineering, 2015, 2015.

[43]Mu L L, Finno R J, Huang M, et al.. Defining the soil parameters for computing deformations caused by braced excavation[J]. Maejo International Journal of Science and Technology, 2015, 9(2): 165–180.

[44]Zhang Y-J, Mu L L, Qian J-G, et al.. Field test of piled beam-slab foundation[J]. Yantu Lixue/Rock and Soil Mechanics, 2014, 35(11): 3253–3258.

[45]Mu L L, Huang M-S. Small-strain behavior-based method for eflect of excavations on adjacent pile foundations[J]. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2014, 36: 304–310.

[46]Mu L L, Huang M, Lian K. Analysis of pile-raft foundations under complex loads in layered soils[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2014, 38(3): 256–280.

[47]Li W, Mu L L, Lian K-N. Model test on piled beam-slab raft foundation for wind turbines considering raft rigidity[J]. Yantu Lixue/Rock and Soil Mechanics, 2014, 35(10): 2875–2880.

[48]Feng C-M, Mu L L, Sun Z-W, et al.. Two-stage analysis of responses of bridge pile foundations to adjacent surcharge[J]. Yantu Lixue/Rock and Soil Mechanics, 2014, 35: 528–534.

[49]Mu L L, Huang M-S. Simplified method for analysis of soil movement induced by excavations[J]. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2013, 35(5): 820–827.

[50]Liu H, Mu L L, Huang M-S, et al.. Model tests on dynamic response of tunnels under tidal bore excitations[J]. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2013, 35(SUPPL.1): 501–505.

[51]Jiu Y-Z, Huang M-S, Mu L L, et al.. Analysis of rigid piled raft foundations subjected to coupled loads in layered soils[J]. Yantu Lixue/Rock and Soil Mechanics, 2013, 34(3): 849–855.

[52]Wang H-W, Jiu Y-Z, Mu L L. Simplified analysis of stress characteristics of beam-slab type raft foundation for wind turbine on land[J]. Yantu Lixue/Rock and Soil Mechanics, 2012, 33(SUPPL. 1): 205–210.

[53]Mu L L, Huang M-S, Wu S-M. Soil responses induced by excavations based on inverse analysis[J]. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2012, 34(SUPPL.): 60–64.

[54]Mu L L, Huang M, Finno R J. Tunnelling effects on lateral behavior of pile rafts in layered soil[J]. Tunnelling and Underground Space Technology, 2012, 28(1): 192–201.

[55]Lian K-N, Mu L L, Huang M-S, et al.. Numerical analysis of piled beam-raft foundation of third-phrase project of Guohua Tongliao wind farms[J]. Yantu Lixue/Rock and Soil Mechanics, 2012, 33(SUPPL. 1): 290–296.

[56]Huang M, Mu L L. Vertical response of pile raft foundations subjected to tunneling-induced ground movements in layered soil[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2012, 36(8): 977–1001.

[57]Mu L L, Huang M-S, Wang W-D. Vertical responses of capped pile foundations to ground movements induced by tunneling[J]. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2011, 33(7): 1082–1090.

[58]Huang M, Zhang C, Mu L L, et al.. Analysis of anchor foundation with root caissons loaded in nonhomogeneous soils[J]. Canadian Geotechnical Journal, 2011, 48(2): 234–268.

[59]Mu L L, Huang M-S, Gong W-M, et al.. Response analysis of anchorage foundation under lateral loading[J]. Yantu Lixue/Rock and Soil Mechanics, 2010, 31(1): 287–292.

[60]Zhang C, Huang M, Mu L L. Analysis of anchor foundation with root-caisson in non-homogeneous soils[A]. 2009(185): 95–102.