基本信息
崔岚  女  硕导  中国科学院武汉岩土力学研究所
电子邮件: lcui@whrsm.ac.cn
通信地址: 湖北省武汉市武昌区水果湖街小洪山2号中国科学院武汉岩土力学研究所科研楼331
邮政编码: 430070

招生信息

   
招生专业
081401-岩土工程
081406-桥梁与隧道工程
招生方向
岩石力学,隧道与地下工程

教育背景

2016-07--2018-06   华中科技大学   博士后
2010-09--2016-06   华中科技大学   博士研究生

工作经历

   
工作简历
2021-12~现在, 中国科学院武汉岩土力学研究所, 副研究员
2018-07~2021-11,中国科学院武汉岩土力学研究所, 助理研究员
2016-07~2018-06,华中科技大学, 博士后
2010-09~2016-06,华中科技大学, 博士研究生
社会兼职
2023-10-01-今,湖北省岩石力学学会青委会, 委员
2023-08-01-今,湖北省地下工程分会, 理事
2023-05-01-今,中国岩石力学与工程学会地下工程分会, 理事
2023-03-01-今,《Rock Mechanics Bulletin》期刊, 青年编委
2020-12-31-今,中国地震学会岩土工程防震减灾专委会, 委员

专利与奖励

   
奖励信息
(1) 中国科学院青年创新促进会会员, , 院级, 2023
(2) 博士后优秀学术专著资助, , 部委级, 2021
(3) 第七届中国科协青年人才托举工程, , 其他, 2021
(4) 敏感环境约束下软弱岩(土)层隧道设计理论与安全防控技术, 一等奖, 省级, 2017
(5) 岩石力学与工程学会优秀博土学位论文奖提名奖, , 其他, 2017
专利成果
( 1 ) 隧道模型试验用复合支护承载结构相似材料的确定方法, 2023, 第 1 作者, 专利号: CN116773337A

( 2 ) 一种不同埋深隧道围岩压力设计值的通用算法, 2023, 第 1 作者, 专利号: CN116611151A

( 3 ) 隧道开挖支护模型试验装置及试验方法, 2023, 第 1 作者, 专利号: CN116539436A

( 4 ) 隧道模型试验软弱围岩相似材料的确定方法, 2023, 第 1 作者, 专利号: CN116539426A

( 5 ) 环刀制样装置, 2023, 第 2 作者, 专利号: CN115773916B

( 6 ) 基于离散元的裂隙岩体建模方法, 2022, 第 2 作者, 专利号: CN115203900A

( 7 ) 置于盾构隧道管片外部的水压力监测装置, 2022, 第 5 作者, 专利号: CN216846669U

( 8 ) 浅埋盾构隧道围岩压力的二维数值求解方法, 2021, 第 1 作者, 专利号: CN112487517B

( 9 ) 盾构地铁隧道岩层-衬砌受力变形的数值求解方法, 2021, 第 1 作者, 专利号: CN112613210B

( 10 ) 考虑围岩峰后行为的隧道初期支护预留变形量确定方法, 2021, 第 1 作者, 专利号: CN112632669B

( 11 ) 一种深埋圆隧开挖围岩-衬砌受力与变形的预测方法, 2020, 第 2 作者, 专利号: CN110375704B

( 12 ) 基于纵向变形曲线确定隧道洞壁围岩位移的方法及设备, 2020, 第 2 作者, 专利号: CN109344539B

( 13 ) 高应力地下洞室流变性软岩稳定性分析的解析计算方法, 2020, 第 1 作者, 专利号: CN109165434B

( 14 ) 深埋圆隧TBM掘进的摩擦阻力计算方法, 2020, 第 2 作者, 专利号: CN108959763B

( 15 ) 一种单点沉降计固定端, 2014, 第 4 作者, 专利号: CN203668900U

出版信息

   
发表论文
(1) 不同埋深条件下隧道围岩压力设计值通用算法, 铁道工程学报, 2023, 通讯作者
(2) Potential failure patterns of a large landslide complex in the Three Gorges Reservoir area, Bulletin of Engineering Geology and the Environment, 2023, 
(3) A method of calculating water and soil loading on top of shallow shield tunnels near water areas, Frontiers in Earth Science, 2023, 通讯作者
(4) Limitation of convergence-confinement method on three-dimensional tunnelling effect, Scientific Reports, 2023, 通讯作者
(5) Improved equations of ground pressure for shallow large-diameter shield tunnel considering multiple impact factors, Tunnelling and Underground Space Technology, 2023, 第 1 作者
(6) Dynamic performance of suspended pipelines with permeable wrappers under solitary waves, Journal of Marine Science and Engineering, 2023, 第 3 作者
(7) 考虑开挖面效应的黏结式锚杆锚固效应分析, 水利水电技术, 2023, 第 1 作者
(8) Multiple-GPU parallelization of three-dimensional material point method based on single-root complex, International Journal for Numerical Methods in Engineering, 2022, 通讯作者
(9) A unified deterioration model for elastic modulus of rocks with coupling influence of plastic shear strain and confining stress, Rock Mechanics and Rock Engineering, 2022, 第 1 作者
(10) Mesoscopic pullout behavior of geosynthetics-sand-clay layered reinforced structures using discrete element method, Acta Geotechnica, 2022, 第 6 作者
(11) An analytical solution for 2D plane strain consolidation in unsaturated soils with lateral and vertical semipermeable drainage boundaries under time-dependent loading, International Journal of Geomechanics, 2022, 第 5 作者
(12) An efficient parallel framework for the discrete element method using GPU, Applied Sciences-Basel, 2022, 通讯作者
(13) Two-stage analysis of interaction between strain-softening rock mass and liner for circular tunnels considering delayed installation of liner, European Journal of Environmental and Civil Engineering, 2022, 第 1 作者
(14) Reliability analysis of ground movement in tunnelling in spatially variable soil using equivalent parameters, Frontiers in Earth Science, 2022, 第 4 作者
(15) Unified elasto-plastic analysis of rock mass supported with fully grouted bolts for deep tunnels, International Journal for Numerical and Analytical Methods in Geomechanics, 2022, 第 1 作者
(16) Evaluation of input geological parameters and tunnel strain for strain-softening rock mass based on GSI, Scientific Reports, 2022, 第 1 作者
(17) A procedure for interaction between rock mass and liner for deep circular tunnel based on new solution of longitudinal displacement profile, European Journal of Environmental and Civil Engineering, 2022, 通讯作者
(18) A plastic-damage approach to the excavation response of a circular opening in weak rock, Tunnelling and Underground Space Technology, 2022, 第 4 作者
(19) Implementation of absorbing boundary conditions in dynamic simulation of the material point method, Implementation of absorbing boundary conditions in dynamic simulation of the material point method, Journal of Zhejiang University Science A, 2021, 第 5 作者
(20) A quantitative analysis of the effect of end plate of fully-grouted bolts on the global stability of tunnel, Tunnelling and Underground Space Technology, 2021, 第 1 作者
(21) Rock–liner interaction mechanism involving a nonuniform deformation pattern in shallow shield tunnels, IOP Conference Series: Earth and Environmental Science, 2021, 第 1 作者
(22) 海底滑坡中滑水效应的危害, 工程地质学报, 2021, 第 5 作者
(23) Experimental Study on Mechanical Properties and Cracking Behaviors of T-Shaped Flaw-Contained Rock-like Materials Under Cyclic Loading, Frontiers in Earth Science, 2021, 第 1 作者
(24) Finite Analysis of Support Time for Tunnels in Strain-softening Rock Mass in Consideration of Fictitious Support Pressure, Journal of Physics: Conference Series, 2021, 第 1 作者
(25) Numerical study on hydrodynamic load and vibration of pipeline exerted by submarine debris flow, Ocean Engineering, 2021, 第 4 作者
(26) 非均匀变形模式下隧道围岩-衬砌作用分析, 地下空间与工程学报, 2021, 通讯作者
(27) Analysis of Layered Geogrids-Sand-Clay Reinforced Structures under Triaxial Compression by Discrete Element Method, Applied Sciences-Basel, 2021, 第 1 作者
(28) Deformation Behavior of Saturated Marine Silt under Principal Stress Rotation as Induced by Wave Loading, Applied Sciences-Basel, 2021, 第 1 作者
(29) Semianalytical Analysis of Overexcavation and Critical Support Pressure for Support Design in TBM Tunneling through Squeezing Rock Condition, International Journal of Geomechanics, 2021, 第 1 作者
(30) Performance of a Combined Retaining Wall Structure Supporting a High Embankment on a Steep Slope: Case Study, International Journal of Geomechanics, 2020, 第 4 作者
(31) Assessment of depth-averaged method in analysing runout of submarine landslide, Landslides, 2020, 第 3 作者
(32) Assessment of depth-averaged method in analysing runout of submarine landslide (vol 71, pg 1025, 2020), Landslides, 2020, 第 3 作者
(33) Active Earth Pressure on Rigid Retaining Walls Built Near Rock Faces, International Journal of Geomechanics, 2020, 第 4 作者
(34) Deformation Behaviors and Dynamic Backbone Curve Model of Saturated Soft Clay under Bidirectional Cyclic Loading, International Journal of Geomechanic, 2020, 第 6 作者
(35) Investigating the Scale Effect of Rock Mass in the Yangfanggou Hydropower Plant with the Discrete Fracture Network Engineering Approach, International Journal of Geomechanic, 2020, 第 4 作者
(36) 考虑开挖面空间效应的围岩虚拟支护力分析, Analysis on the Fictitious Support Pressure of Rock Mass by Considering the Tunnel Face Effect, 地下空间与工程学报, 2019, 第 2 作者
(37) A simplified procedure for the interaction between fully-grouted bolts and rock mass for circular tunnels, Computers and Geotechnics, 2019, 第 1 作者
(38) Regression model for predicting tunnel strain in strain-softening rock mass for underground openings, International Journal of Rock Mechanics and Mining Sciences, 2019, 通讯作者
(39) New numerical procedures for fully-grouted bolt in the rock mass with slip and non-slip cases at the rock-bolt interface, Construction and Building Materials, 2019, 第 1 作者
(40) 流变性软土隧道施工与运营期群桩响应分析, Analysis of Responses of Pile Groups Due to Tunnelling during Excavation and Operation Periods Considering Rheological Behavior of Soft Soils, 现代隧道技术, 2018, 第 3 作者
(41) 圆形岩质隧道纵向变形曲线新解, New Solution of Modified Longitudinal Deformation Profile for Circular Rock Tunnels, 现代隧道技术, 2018, 第 2 作者
(42) 基于Hoek-Brown屈服准则的修正纵向变形曲线分析, 地下空间与工程学报, 2017, 第 2 作者
(43) Prediction of critical strains and critical support pressures for circular tunnel excavated in strain-softening rock mass, Engineering Geology, 2017, 第 1 作者
(44) 考虑非饱和渗流与增湿膨胀下的膨胀土隧道稳定性分析, Stability analysis of expansive soil tunnel considering unsaturated seepage and moistening swelling deformation, 岩土力学, 2017, 第 3 作者
(45) DEM modeling of pullout behavior of geogrid reinforced ballast: The effect of particle shape, Computers and Geotechnics, 2017, 第 4 作者
(46) Comparison of soft ground settlement induced by shield tunneling with different analysis methods, the 15th International Conference of International Association for Computer Methods and Advances in Geomechanics (15th IACMAG), 2017, 第 3 作者
(47) 格栅–砂土界面宏细观关联性与加筋性能评价方法研究, 岩石力学与工程学报, 2016, 第 3 作者
(48) 聚酯锚杆与传统锚杆的力学性能及支护效果对比分析, 岩土工程学报, 2015, 第 3 作者
(49) Elasto-plastic analysis of a circular opening in rock mass with confining stress-dependent strain-softening behaviour, Tunnelling and Underground Space Technology, 2015, 第 1 作者
(50) A numerical procedure for the fictitious support pressure in the application of the convergence–confinement method for circular tunnel design, International Journal of Rock Mechanics and Mining Sciences, 2015, 第 1 作者
(51) A semi-analytical procedure for circular opening in strain-softening rock mass with the unified strength criterion, Computer Methods and Recent Advances in Geomechanics, 2015, 第 1 作者
(52) 考虑应变软化的软岩浅埋隧道施工工法对比研究, 水利学报, 2015, 第 4 作者
(53) DEM analysis of "soil"-arching within geogrid-reinforced and unreinforced pile-supported embankments, Computers and Geotechnics, 2014, 第 5 作者
(54) A semi-analytical procedure for circular opening in strain-softening rock masses, Rock Engineering and Rock Mechanics:Structures in and on Rock Masses, 2014, 第 1 作者
(55) 弹塑性软化模型下隧洞围岩变形与支护压力分析, Study of support pressure and surrounding rock deformation of a circular tunnel with an elastoplastic softening model, 岩土力学, 2014, 第 1 作者
(56) 考虑剪胀效应的深埋圆形隧道围岩应变软化弹塑性解, Elastoplastic solutions to strain-softening behavior of surrounding rock masses of deep circular tunnels considering dilatancy effect, 岩土力学, 2014, 第 1 作者
(57) 隧道纵向变形曲线与围岩特征曲线耦合分析, Coupling analysis of longitudinal deformation profile and ground reaction curve, 岩土工程学报, 2014, 第 1 作者
(58) 考虑围压影响的深埋圆隧围岩应变软化与剪胀特性分析, ANALYSIS OF STRAIN-SOFTENING AND DILATANCY BEHAVIORS OF ROCK MASSES IN DEEP CIRCULAR TUNNEL CONSIDERING CONFINING PRESSURE, 岩石力学与工程学报, 2014, 第 2 作者
(59) 软弱破碎带隧道围岩变形及初期支护受力分析, Analysis of deformation of the surrounding rock and preliminary support stress in tunnels through weak and cracked strata, 华中科技大学学报. 自然科学版, 2012, 第 1 作者
(60) 深埋软岩隧道不同施工工法力学效应分析, Mechanical Response of Deep-buried Tunnels through Soft and Cracked Rock Mass under Different Excavation Methods, 土木工程与管理学报, 2012, 第 1 作者
(61) 考虑开挖卸荷及变形耦合效应的被动桩分析方法, Analytic method for passive piles considering excavation-induced unloading effects and deformation coupling effect, 岩土工程学报, 2012, 第 4 作者
发表著作
( 1 ) 《深埋隧洞应变软化围岩变形及与支护相互作用机理》, 北京:科学出版社, 2021-08, 第 1 作者

科研活动

   
科研项目
( 1 ) 复杂水力条件下硬岩软化-剪胀-渗透宏微观特性及其对深部隧洞稳定性影响研究, 负责人, 国家任务, 2021-01--2023-12
( 2 ) 深埋隧洞应变软化围岩变形及与支护相互作用机理, 负责人, 国家任务, 2021-06--2021-12
( 3 ) 高应力下应变软化-剪胀性硬岩隧道变形机理及锚杆设计, 负责人, 国家任务, 2018-06--2018-12
( 4 ) 高应力下应变软化-剪胀性硬岩大变形机理与控制方法, 负责人, 国家任务, 2017-11--2018-12
( 5 ) 高速铁路山岭隧道智能化建造技术研究-围岩破坏状态与围岩压力代表值研究, 负责人, 境内委托项目, 2019-11--2020-12
( 6 ) 基于总安全系数法的隧道支护结构设计理论深化研究, 负责人, 境内委托项目, 2022-02--2023-04
( 7 ) 第七届中国科协青年人才托举工程, 负责人, 其他, 2022-06--2025-06
( 8 ) 长期水力荷载-海蚀作用下海底隧道复合式支护渐进劣化机理及设计准则, 负责人, 国家任务, 2023-01--2026-12
( 9 ) 物质点法对海底滑坡的两相流分析, 负责人, 其他, 2023-07--2025-06
( 10 ) 基于总安全系数法理论的隧道复合支护模型试验研究, 负责人, 研究所自主部署, 2023-01--2026-01
( 11 ) 隧道支护结构受力计算验证试验, 负责人, 境内委托项目, 2022-11--2023-12
( 12 ) 中国科学院青年创新促进会会员, 负责人, 中国科学院计划, 2023-01--2027-01
参与会议
(1)improved equations of ground pressure for large-diameter shield tunnel considering multiple impact factors   2023中国科协深地工程与能源开发国际青年科学家沙龙   2023-07-28
(2)大直径浅埋盾构隧道围岩压力计算方法研究   中国岩石力学与工程学会“青岩学术沙龙”第十九期   2022-05-27
(3)考虑开挖后卸荷路径影响的深埋隧道围岩应变软化与剪胀特性分析   第十一届亚洲岩石力学大会   2021-01-01
(4)考虑岩体应变软化效应的深埋隧洞围岩应变预测模型   第五届中国土木工程学会隧道及地下工程分会建设管理与青年工作科技论坛   2019-11-01
(5)考虑岩体应变软化效应的深埋隧洞围岩应变预测模型   中国科协第377次青年科学家论坛   2019-10-01