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PROVIDENCE,项彦勇.A 3-D analytical continuous upper bound limit analysis for face stability of shallow shield tunneling in undrained clays.Computers and Geotechnics,2023,105779(164)
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罗雄文,项彦勇,于晨昀.A Semi-Analytical Model and Parameter Analysis of a Collaborative Drainage Scheme for a Deeply Buried Tunnel and Parallel Adit in Water-Rich Ground.Applied Sciences,2022,12(3759)
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米博,项彦勇.含黏粒砂土地层浅埋盾构隧道开挖渗流稳定性试验.哈尔滨工业大学学报,2021,11(53)
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于晨昀,项彦勇,孙俊豪.基于山岭隧道探孔流量的富水破碎构造带水头预测方法.铁道标准设计,2021,5(65)
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于晨昀,项彦勇,孙俊豪.临近富水破碎构造带隧道开挖面 稳定性的极限平衡分析.水利水电技术,2020,增2(51)
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林可夫,项彦勇.深埋富水岩体隧道三台阶法施工数值模拟和参数优化 ———以正盘台隧道工程为例.隧道建设,2021,增1(41)
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刘东东,项彦勇,郑金雷.Integral equation solution for three-dimensional heat transfer in multiple-fracture enhanced geothermal reservoirs.International Journal for Numerical and Analytical Methods in Geomechanics,2020,11(44)
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宋文杰,项彦勇.A continuous upper bound limit analysis for the transverse stability of shallow shield tunnelling in undrained clays.EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING,2020,3(24)
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宋文杰,项彦勇.An analytical method of continuous upper bound limit analysis for the stability of shallow shield tunnels in cohesive-frictional soils.JOURNAL OF ENGINEERING MATHEMATICS,2020,1(122)
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米博,项彦勇.砂土地层浅埋盾构隧道开挖渗流稳定性的 模型试验和计算研究.岩土力学,2020,3(41)
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史小萌,刘保国,项彦勇,亓轶.A Method for Selecting Similar Materials for Rocks in Scaled Physical Modeling Tests.JOURNAL OF MINING SCIENCE,2018,6(54)
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李兆平,汪挺,项彦勇,张弥.北京地铁工程邻近桥桩施工风险评估及控制对策探讨.岩土力学,2008,7(29)
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米博,项彦勇.Analysis of the limit support pressure of a shallow shield tunnel in sandy soil considering the influence of seepage.Symmetry,2020,6(12)
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米博,项彦勇.Model experiment and calculation analysis of excavation-seepage stability for shallow shield tunneling in sandy ground [砂土地层浅埋盾构隧道开挖渗流稳定性的模型试验和计算研究].Yantu Lixue/Rock and Soil Mechanics,2020,3(41)
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刘东东,项彦勇.裂隙岩体渗流-传热的时域半解析计算方法.中南大学学报:自然科学版,2020,2(51)
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高俊义,项彦勇,雷海波.稀疏非正交填充裂隙岩体水流—传热—应力模型与离散元模拟.高校地质学报,2019,4(25)
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高俊义,项彦勇.不同位置裂隙水流-传热 对高放废物处置库近场温度影响的三维数值分析.北 京 交 通 大 学 学 报,2019,issn.1673-029(43)
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刘东东,项彦勇.A Semi-Analytical Method for Three-Dimensional Heat Transfer in Multi-Fracture Enhanced Geothermal Systems.ENERGIES,2019,7(12)
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刘东东,项彦勇.高放射核废处置库温度场的分布线热源解析模型.岩石力学与工程学报,2019,A01(0)
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项彦勇,宋文杰.Upper bound limit analysis of shield tunnel stability in undrained clays using complex variable solutions for different ground loss scenarios.International Journal of geomechanics,2017,9(17)
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项彦勇,唐志明.局部承载黏土地层浅埋隧道稳定机制的连续上界极限分析.土木工程学报,2017,8(50)
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高俊义,项彦勇.裂隙水流-传热对高放废物处置库近场温度影响的三维离散元分析.原子能科学技术,2017,2(51)
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高俊义,项彦勇.裂隙岩体交叉水流-传热对温度影响的数值分析.地下空间与工程学报,2017,增2(13)
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杨旭,项彦勇.东胜煤田新街矿区斜井保护煤柱设计的离散元分析.隧道建设,2016,8(36)
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张勇,项彦勇.A semi-analytical method and its application for calculating the thermal stress and displaceme nt of sparsely fractured rocks with water flow and heat transfer .Journal of Zhejiang University-SCIENCE A,2015,11(16)
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张勇,项彦勇.饱和稀疏裂隙岩体三维水流-传热过程中位移和应力的一种半解析计算方法.岩土力学,2016,12(37)
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高俊义,项彦勇.稀疏不规则裂隙岩体模型三维水流-传热对温度和应力影响的试验研究.岩土力学,2016,11(37)
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张勇,项彦勇.A semi-analytical modeling approach for three-dimensional heat transfer in sparsely fractured rocks with water flow and distributed heat source.International Journal for Numerical and Analytical Methods in Geomechanics,2014,11(38)
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项彦勇,任鹏.壁面局部接触裂隙岩体水流-传热的一种理论模型及计算分析.岩土力学,2014,10(35)
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安建永,项彦勇.既有桩基荷载对邻近浅埋隧道开挖效应及支护内力影响的研究.岩土力学,2014,4(35)
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安建永,项彦勇.既有箱基荷载对附近浅埋隧道开挖效应及支护内力影响的模型试验研究.中国铁道科学,2014,4(35)
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路威,项彦勇.Experiments and sensitivity calculations for heat transfer in a meter-scale regularly fractured granite model with water flow.Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineer-ing),2012,12(13)
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刘学艳,项彦勇.米尺度裂隙岩体模型水流-传热试验的数值模拟分析.岩土力学,2014,1(33)
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张勇,项彦勇.分布热源作用下单裂隙岩体三维水流-传热的半解析计算方法.岩土力学,2013,3(2013(34)3:685-695)
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项彦勇,冯山群.Theoretical prediction of the potential plastic zone of shallow tunneling in vicinity of pile foundation in soils.Tunnelling and Underground Space Technology,2013,7(2013(38)7:115-121)
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项彦勇,冯山群.地层自重应力场中桩基荷载对隧道开挖塑性区影响的一种理论预测方法.土木工程学报,2012,12(2012(45)12:162-169)
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项彦勇,张勇. Two-dimensional integral equation solution of advective-conductive heat transfer in sparsely fractured water-saturated rocks with heat source.International Journal of Geomechanics,2012,2(2012(12)2:618-175)
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路威,项彦勇.Experiments and sensitivity analyses for heat transfer in a meter-scale regularly fractured granite model with water flow.Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering),2012,12(2012(13)12:958-968)
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陈建民,项彦勇.两个水平密贴地下结构的地震响应分析.隧道建设,2012,4(2012(32)4:506-513)
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项彦勇,郭家奇.分布热源作用下裂隙岩体渗流-传热的拉氏变换-格林函数半解析计算方法.岩土力学,2011,2(32(2):333-340)
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项彦勇,周金录,路威. 承载地层隧道开挖二次应力和塑性区的理论预测方法.土木工程学报,2011,5(44(5):115-122)
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路威,项彦勇,李涛.无填充裂隙岩体水流-传热模型实验研究.岩石力学与工程学报,2011,supp.2(30(supp.2):3884-3891)
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路威,项彦勇,唐超.填砂裂隙岩体渗流传热模型试验与数值模拟.岩土力学,2011,11(32(11):3448-3454)
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冯山群,项彦勇.地铁车站结构施工对上部密贴公路隧道结构变形影响的数值分析.隧道建设,2011,sup.1(31(sup.1):204-208)
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项彦勇.Assessment and control of metro-construction induced settlement of a pile-supported urban overpass.Tunnelling and Underground Space Technology,2008,3(23)
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张成平,张顶立,王梦恕,项彦勇.高水压富水区隧道限排衬砌注浆圈合理参数研究.岩石力学与工程学报,2007,11(26(11):2270-2276)
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陈书华,项彦勇.A procedure for theoretical estimation of dewatering-induced pile settlement.Computers and Geotechnics,2006,4-5(33(4-5):278-5)
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何海健,刘维宁,项彦勇.地铁施工对邻近桥桩影响的研究现状与探讨.都市快轨交通,2006,5(19(5):85-4)
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何海健,项彦勇,刘维宁.地铁车站隧道群施工对邻近桥桩影响的数值分析.北京交通大学学报,2006,4(30(4)54-6)
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项彦勇.裂隙岩体中非饱和渗流与运移的概念数值模拟.工程地质学报,2002,10(2),204-209(10)
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杨冠天,项彦勇.城市地下停车场规划建设的若干问题.城市问题增刊,2003,(增刊,164-1168)
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项彦勇,贺少辉.导洞隔离桩墙结构对浅埋暗挖隧道周边地层移动的限制作用.岩石力学与工程学报,2004,19(23(19):3317-3323)
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姜智平,项彦勇.地层环境变化对地铁结构设计的影响分析.都市快轨交通,2004,(17(增):46-52)
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杨冠天,项彦勇.盾构隧道地层变形解析法的运用.现代隧道技术,2004,(41(2):21-24)
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项彦勇,贺少辉.A subsurface drift-and-pile protection scheme for the construction of a shallow metro tunnel.Tunneling and Underground Space Technology,2005,5(20)
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杨冠天,项彦勇.基于间隙参数模型的盾构隧道周围土体位移分析.岩土力学,2005,10(26)
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项彦勇.Thermal-mechanical analysis of a newly-cast concrete wall of a subway structure.Tunnelling and Underground Space Technology,2005,5(20)
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项彦勇.模拟裂隙多孔介质中变饱和渗流的广义等效连续体方法.岩土力学,2005,5(26)
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项彦勇.变饱和裂隙多孔介质的双渗透率数值模型与参数分析.土木工程学报,2005,6(38)
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张志贺,项彦勇.浇筑混凝土温控仿真参数的研究.铁道建筑,2005,3(*)
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姬永红,项彦勇.水底隧道涌水量预测方法的应用分析.水文地质工程地质,2005,4(*)
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宋文杰,项彦勇.An analytical continuous upper bound limit analysis of pore water effect on the tail stability of underwater shield tunnels during construction.ARFEE2019,2020
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刘东东,项彦勇.Thermoelastic analysis of a geological repository with distributed decay heat sources by the image method in combination with a numerical integration scheme.AFREE2019,2020
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黄迅轩,项彦勇.A complex variable solution for the excavation of a shallow circular hole in gravitational elastic ground.World Tunnel Congress 2019,2019
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曾巧玲,项彦勇.STUDY ON CREEP BEHAVIOUR OF THE SOIL UNDER PILE FOUNDATION DUE TO METRO CONSTRUCTION.The First International Symposium on Innovation & Sustainability of Modern Railway,2008
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项彦勇.Estimation of multi-well dewatering induced pile foundation settlement in phreatic zones.The 33rd ITA-AITES World Tunnel Congress,2007
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项彦勇.An evaluation of theoretical solutions for prediction of ground movements due to shallow tunneling in soils.GeoShanghai International Conference 2006,2006
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