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Maosong Huang

Maosong Huang

D-Index & Metrics

Earth Science

D-Index
37
Citations
4841
World Ranking
6913
National Ranking
440

Overview

Maosong Huang is affiliated with Tongji University in China and specializes in engineering, with a primary focus on civil and structural engineering. Their body of work encompasses safety, risk, reliability and quality, management, monitoring, policy and law, mechanics of materials, and computational mechanics.

Their research topics cover several areas in geotechnical engineering, including:

  • Geotechnical Engineering and Underground Structures
  • Geotechnical Engineering and Soil Mechanics
  • Geotechnical Engineering and Soil Stabilization
  • Geotechnical Engineering and Analysis
  • Grouting, Rheology, and Soil Mechanics
  • Landslides and related hazards
  • Soil and Unsaturated Flow

Among their frequent publication venues are:

  • Computers and Geotechnics
  • Acta Geotechnica
  • Ocean Engineering
  • Tunnelling and Underground Space Technology
  • International Journal of Geomechanics

Notable recent papers include:

  • "Physical model tests and discrete element simulation of shield tunnel face stability in anisotropic granular media," 2020, Acta Geotechnica
  • "Face stability analysis of shallow shield tunneling in layered ground under seepage flow," 2021, Tunnelling and Underground Space Technology
  • "Effects of the soil water content and relative roughness on the shear strength of silt and steel plate interface," 2021, Measurement
  • "Complex Variable Solution for Twin Tunneling-Induced Ground Movements Considering Nonuniform Convergence Pattern," 2020, International Journal of Geomechanics
  • "Application of T-EMSD based p-y curves in the three-dimensional analysis of laterally loaded pile in undrained clay," 2020, Ocean Engineering

Collaborations have frequently involved colleagues such as Zhenhao Shi, Jian Yu, Kanmin Shen, and Xilin Lü, reflecting interdisciplinary work within their fields of study.

Best Publications

  • Geotechnical influence on existing subway tunnels induced by multiline tunneling in Shanghai soft soil

    Zhiguo Zhang;Zhiguo Zhang;Zhiguo Zhang;Maosong Huang

  • Simplified analytical method for evaluating the effects of adjacent excavation on shield tunnel considering the shearing effect

    Rongzhu Liang;Tangdai Xia;Maosong Huang;Cungang Lin

  • Strength reduction FEM in stability analysis of soil slopes subjected to transient unsaturated seepage

    Maosong Huang;Cang-Qin Jia

  • Evaluation of deformation response for adjacent tunnels due to soil unloading in excavation engineering

    Zhiguo Zhang;Zhiguo Zhang;Zhiguo Zhang;Maosong Huang;Weidong Wang

  • Experimental study of the face stability of shield tunnel in sands under seepage condition

    Xilin Lü;Yuncai Zhou;Maosong Huang;Sheng Zeng

  • DEM investigation on the evolution of microstructure in granular soils under shearing

    Xiaoqiang Gu;Maosong Huang;Jiangu Qian

  • Laboratory measurements of small strain properties of dry sands by bender element

    Xiaoqiang Gu;Jun Yang;Maosong Huang

  • Soil-pipe interaction due to tunnelling: Assessment of Winkler modulus for underground pipelines

    Jian Yu;Chenrong Zhang;Maosong Huang

  • Bender element tests in dry and saturated sand: Signal interpretation and result comparison

    Xiaoqiang Gu;Jun Yang;Maosong Huang;Guangyun Gao

  • Experimental identification of plastic shakedown behavior of saturated clay subjected to traffic loading with principal stress rotation

    Jian Gu Qian;Yong Gang Wang;Zhen Yu Yin;Zhen Yu Yin;Mao Song Huang

  • Simplified solution for tunnel-soil-pile interaction in Pasternak’s foundation model

    Zhiguo Zhang;Zhiguo Zhang;Zhiguo Zhang;Maosong Huang;Chen Xu;Yunjuan Jiang

  • Simulation of yielding and stress–stain behavior of shanghai soft clay

    Maosong Huang;Yanhua Liu;Yanhua Liu;Daichao Sheng

  • Anisotropy of elasticity and fabric of granular soils

    Xiaoqiang Gu;Jing Hu;Jing Hu;Maosong Huang

  • A constitutive model for unsaturated cemented soils under cyclic loading

    C. Yang;Yu-Jun Cui;Yu-Jun Cui;Jean-Michel Pereira;Jean-Michel Pereira;M.S. Huang

  • DEM simulations of the small strain stiffness of granular soils: effect of stress ratio

    Xiaoqiang Gu;Jun Yang;Maosong Huang

  • Small strain based method for predicting three-dimensional soil displacements induced by braced excavation

    Linlong Mu;Maosong Huang

  • Complex Variable Solutions for Soil and Liner Deformation due to Tunneling in Clays

    Zhiguo Zhang;Maosong Huang;Xiaoguang Xi;Xuan Yang

  • Experimental observations and evaluations of formulae for local scour at pile groups in steady currents

    Unknown

  • On the stable finite element procedures for dynamic problems of saturated porous media

    Maosong Huang;Zhong Qi Yue;L. G. Tham;O. C. Zienkiewicz

  • Three-dimensional upper-bound analysis for ultimate bearing capacity of laterally loaded rigid pile in undrained clay

    Jian Yu;Maosong Huang;Chenrong Zhang

  • Face stability analysis of shallow shield tunneling in layered ground under seepage flow

    Maosong Huang;Yishan Li;Zhenhao Shi;Xilin Lü

  • Computation of the Minimum Limit Support Pressure for the Shield Tunnel Face Stability Under Seepage Condition

    Xilin Lu;Yuncai Zhou;Maosong Huang;Fengdi Li

  • Effects of principal stress rotation on stress–strain behaviors of saturated clay under traffic–load–induced stress path

    Jiangu Qian;Zibo Du;Zibo Du;Xilin Lu;Xiaoqiang Gu

  • Physical model tests and discrete element simulation of shield tunnel face stability in anisotropic granular media

    Xilin Lü;Sheng Zeng;Yucheng Zhao;Maosong Huang

  • Rotational–translational mechanism for the upper bound stability analysis of slopes with weak interlayer

    Maosong Huang;Haoran Wang;Daichao Sheng;Yilin Liu

  • Effects of tunnelling on existing pipelines in layered soils

    Chenrong Zhang;Jian Yu;Maosong Huang

  • Upper Bound Solution for the Face Stability of Shield Tunnel below the Water Table

    Xilin Lu;Haoran Wang;Maosong Huang

  • Estimating the effects of tunnelling on existing jointed pipelines based on Winkler model

    Maosong Huang;Xiancheng Zhou;Jian Yu;Jian Yu;C.F. Leung

  • Continuous field based upper bound analysis for three-dimensional tunnel face stability in undrained clay

    Maosong Huang;Sen Li;Jian Yu;Jorgin Qi Wen Tan

Frequent Co-Authors

Jun Yang
Jun Yang Shanghai Jiao Tong University
Farrokh Nadim
Farrokh Nadim Norwegian Geotechnical Institute
Yu-Jun Cui
Yu-Jun Cui École des Ponts ParisTech
Daichao Sheng
Daichao Sheng University of Technology Sydney
David Muir Wood
David Muir Wood University of Dundee
Jianfu Zhao
Jianfu Zhao Tongji University
Dawei Xue
Dawei Xue Hangzhou Normal University

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