黄昕 - 同济大学 - 土木工程学院

个人简介

教育经历博士学位（2011-2014）英国帝国理工学院与香港大学硕士学位（2008-2011）同济大学地下建筑与工程系本科（2003-2008）同济大学土木工程系工作经历 2019/1—至今同济大学副教授 2015/3—2018/12 同济大学助理研究员科研奖励 2019年，深部复杂地层TBM安全高效掘进控制关键技术及应用，湖北省科技进步特等奖（25/25） 2018年，软土地层超大断面异形盾构隧道结构性能及应用，上海市土木工程学会科技进步一等奖 2018年，复合地层超大直径泥水盾构隧道施工关键技术研究及应用，广东省土木建筑学会科技进步一等奖

研究领域

宏微观岩土力学；隧道及地下结构设计理论；地下工程安全控制；岛礁隧道工程

近期论文

查看导师最新文章（温馨提示：请注意重名现象，建议点开原文通过作者单位确认）

Identifying the pore structure and permeability anisotropy of coral reef limestone based on CT image analysis A performance-based hybrid deep learning model for predicting TBM advance rate using Attention-ResNet-LSTM Analytical model for the sealant performance of tunnel gasketed joints based on multi-scale contact and percolation theories Synchronous shield tunnelling technology combining advancement and segment fabrication: Principle, verification and application Cohesive zone model-based analyses of localized leakage of segmentally lined tunnels Seepage characteristics and mechanical response of shield tunnels under localized leakage and exosmosis TBM performance prediction using LSTM-based hybrid neural network model: Case study of Baimang River Tunnel Project in Shenzhen, China Importance of appropriate segmentation in pore structure analysis of coral reef limestone from CT images Network analysis of pore structure of coral reef limestone and its implications for seepage flow A Numerical Study of Elastic Wave Arrival Behavior in a Naturally Fractured Rock Based on a Combined Displacement Discontinuity-Discrete Fracture Network Model Study of the cutter-rock interaction mechanism during TBM tunnelling in mudstone: insight from DEM simulations of rotatory cutting tests A comparative numerical analysis of design variation plans for a shallow tunnel in very soft ground after a sudden accident Exploring the three-dimensional response of water storage and sewage tunnel based on 3D finite element modeling Experimental study on the shearing and crushing characteristics of talus-like rock mass Rock breaking mechanism during TBM tunnelling: insight from DEM simulations of rotary cutting tests Characteristic space-based algorithm for detecting abnormal monitoring data in underground engineering Numerical Simulation of Continuous Shield Tunneling based on a Dynamic Element-Deletion Technology Research on Comprehensive Evaluation of the Operation and Maintenance Status of Urban Deep Metro Station Generalized Block Theory for the Stability Analysis of Blocky Rock Mass Systems Under Seismic Loads Numerical simulation of fluid injection-induced fault slip in heterogeneous shale formations The role of TBM asymmetric tail-grouting on surface settlement in coarse-grained soils of urban area: Field tests and FEA modelling On the morphology and pressure-filtration characteristics of filter cake formation: Insight from coupled CFD–DEM simulations Analytical Solutions for the Mechanical Responses of Shallow Double-Arched Tunnel Subjected to Symmetric Loads Identification of jamming transition: a critical appraisal A generalized joint pyramid method for removability analysis of rock blocks: Theoretical formulation and numerical implementation DEM analysis of monotonic and cyclic behaviors of sand based on critical state soil mechanics framework Evaluation and optimization of existing force prediction models for TBM disc cutters based on full-scale rotary cutting tests Analytical solutions for the internal forces of lining structure in shallow double-arched tunnel subject to unsymmetrical loads Impact of reservoir heterogeneity on fluid injection-induced fault slip: insights from numerical simulation DEM analysis on the triaxial behaviour of mudstone considering water disintegration A simple approach of calibrating input parallel bond model parameters for DEM simulations of rock behaviour Discrete element modeling of shear wave propagation using bender elements in confined granular materials of different grain sizes Characterizing stress variability within granular samples upon liquefaction Energy dissipation in soil samples during cyclic triaxial simulations Structural behavior of segmental tunnel linings for a large stormwater storage tunnel: Insight from full-scale loading tests Non-uniqueness of critical solid fraction considering boundary conditions and strain-rate effects Study on the behavior of squared and sub-rectangular tunnels using the Hyperstatic Reaction Method Exploring the progressive failure characteristics of a large special-shaped shield tunnel lining based on ‘standing’ prototype loading tests A tensor-based analysis of stress variability in granular media subjected to various loading conditions Application of block theory for evaluating face stability under disc cutters loading of TBM, case study of a water-conveyance tunnel project Slurry filtration process and filter cake formation during shield tunnelling: Insight from coupled CFD-DEM simulations of slurry filtration column test A novel testing setup for determining the flexural properties of tunnel segmental joints: Development and application Jamming analysis on the behaviours of liquefied sand and virgin sand subject to monotonic undrained shearing Identification and Visualization of the Full-Ring Deformation Characteristics of a Large Stormwater Sewage and Storage Tunnel Using Terrestrial Laser Scanning Technology ‘Standing’ full-scale loading tests on the mechanical behavior of a special-shape shield lining under shallowly-buried conditions Exploring the three-dimensional response of a water storage and sewage tunnel based on full-scale loading tests Block Theory and Its Application to a Water-Conveyance Tunnel Project DEM analysis of the onset of flow deformation of sands: linking monotonic and cyclic undrained behaviours Prototype Loading Tests on Full-Ring Segmental Lining of Rectangular Shield Tunnel Analysis on the Evolution of Rock Block Behavior During TBM Tunneling Considering the TBM–Block Interaction Correction to: Analysis on the Evolution of Rock Block Behavior During TBM Tunneling Considering the TBM–Block Interaction Computational model and mechanical characteristics of linings of special-shaped shield tunnels Effect of coefficient of friction on arch network in shearing process under low confinement Analysis and 3D Visualization of Surrounding Rock Stability during TBM Tunnelling in Jointed Rock Masses Mechanical behaviour of segmental lining of a sub-rectangular shield tunnel under self-weight Experimental study on waterproof performance of joint seal for deeply-buried storage and drainage tunnel Visualization analysis of tunnel face stability during shield tunnelling in soft grounds Development and application of a 1:1 mechanical test system for special-shaped shield lining with a large cross-section Capturing the cracking characteristics of concrete lining during prototype tests of a special-shaped tunnel using 3D DIC photogrammetry Energy dissipation in soil samples during drained triaxial shearing Numerical analysis of volume loss caused by tunnel face instability in soft soils Erratum to “Assessing the quasi-static conditions for shearing in granular media within the critical state soil mechanics framework” [Soils Found. 56(1) (2016) 152–159] Study on the Longitudinal Mechanical Behavior of Large Shield Lining Structure with a Special-shaped Cross-section Application of a vertex chain operation algorithm on topological analysis of three-dimensional fractured rock masses Implementation of rotational resistance models: A critical appraisal Comparing the effects of interparticle friction coefficient and intermediate stress ratio on critical-state DEM simulations using Delaunay triangulations Physical model test study of influence of advance of shield tunnel on adjacent underground pipelines Three-dimensional finite-element analysis on ground responses during twin-tunnel construction using the URUP method Exploring the micro-mechanics of triaxial instability in granular materials TBM–Block Interaction during TBM Tunneling in Rock Masses: Block Classification and Identification Assessing the quasi-static conditions for shearing in granular media within the critical state soil mechanics framework Partition of the contact force network obtained in discrete element simulations of element tests Assessing the quasi-steady conditions for shearing in granular media within the critical state soil mechanics framework Numerical study of one-dimensional compression in granular materials Particle-scale mechanics of sand crushing in compression and shearing using DEM Use of elastic stability analysis to explain the stress-dependent nature of soil strength Discrete-element method analysis of the state parameter DEM analysis of the influence of the intermediate stress ratio on the critical-state behaviour of granular materials Temporal variation of contact networks in granular materials Exploring the influence of interparticle friction on critical state behaviour using DEM Challenges of Simulating Undrained Tests Using the Constant Volume Method in DEM Effect of sample size on the response of DEM samples with a realistic grading Stress arch bunch and its formation mechanism in blocky stratified rock masses Physical model test and numerical analysis on the behavior of stratified rock masses during underground excavation

学术兼职

中国岩石力学与工程学会青年工作委员会党小组组长和秘书长中国岩石力学与工程学会水下隧道技术分会理事《岩石力学与工程学报》编委国际期刊Geotechnics编委《北京工业大学学报》青年编委《应用基础与工程科学学报》青年编委