木林隆

职称:教授

学位:博士

专著

[1]木林隆,黄茂松. 分层地基中地下工程开挖对邻近桩筏基础的影响分析.      同济大学出版社,2018.

[2]木林隆,赵程. 基坑工程. 机械工业出版社,2021

[3]吕玺琳,林存刚,木林隆,黄茂松. 盾构隧道开挖面稳定性及环境影响分析, 机械工业出版社,2025.


部分论文

[1] Mu L, Zhou T, Lu Y, Yu G, Sun J. Experimental investigation of suction-assisted penetration of compartmented bucket foundations. Applied Ocean Research, 2026, 166: 104923.

[2]Tang, KJ ,Wen, MJ, Mu, LL, Wang, LX. 2D axisymmetric model of thermo-mechanical response for rock surrounding pipeline considering interfacial thermal resistance. International Communications in Heat and Mass Transfer, 2026, 172(3): 110470. 

[3]Mu, L, Zhou, T, Lu, YM, Huang, MS. High-frequency vertical vibration of a rigid impermeable disk on a saturated poroelastic half-space, International Journal Of Solids And Structures, 2026, 327: 113816. 

[4]Mu, L , Zhou, T, Lu, YM, Sun, JG, Yu, GM. Soil deformation and seepage behavior during suction-assisted installation of compartmented bucket foundations. Marine Structures, 2026, 107: 103983. 

[5]Mu, L, Wang, SW, Chen, XX, Zhang, JW, Yu, GM. Ultimate soil resistance analysis of horizontally loaded piles in c-φ soils: a modified p-y curve formulation. Ocean Engineering, 2026, 344: 123525. 

[6]Zhou T, Mu L, Lu Y, Chen M, Huang M, Li Y. Rate-dependent uplift behavior and soil failure mechanisms of suction anchors in loose sand: a transparent soil PIV study. Ocean Engineering, 2025, 341:122555. 

[7]Mu L, Zhou T, Lu Y, Huang M, Zhou S, Chen M. Dynamic response of high-piled wharf under wave excitation considering local scour, Soil Dynamics and Earthquake Engineering, 2025, 199:109710. 

[8]Zhang Z, Wei J, Li J, Mu L, Wo W, Ni Y. Investigation on foundation pit uplift mechanism and tunnel response induced by deep excavation under complex support system: A case study. Underground Space, 2025, 24:104-128. 

[9]Zhang P, Mu L, Huang MS, Gu X. Microscopic insights into local scour around a vertical circular pile under steady current: Coupled LES-CGDEM simulations. Computers and Geotechnics, 2025,184 107248.

[10]张沛云,木林隆,黄茂松. 基于计算流体力学-离散元耦合的相对密实度对断级配土体渗蚀效应的影响研究,岩土力学,2024,45(1):267-283.


最后更新时间:--
Copyright © 2020 civileng.tongji.edu.cn 同济大学土木工程学院 All rights reserved.
地址:上海市四平路1239号同济大学土木工程学院    
邮编:200092