王志良
王志良 硕导
性别：男
职称：副教授
学位：博士
Email：@qq.com
学习经历
2007.03-2010.06 同济大学土木工程学院地下建筑与工程系获博士学位
2004.09-2006.07 昆明理工大学建筑工程学院工程力学系获硕士学位
2000.09-2004.07 昆明理工大学建筑工程学院土木工程系获学士学位
工作经历
2010.07-2011.08 北京城建勘测设计研究院
2011.10-至今 昆明理工大学建筑工程学院土木工程系
研究方向
1.隧道及地下建筑工程
2.数值算法在岩土工程中的应用
科研项目
1.水热力耦合作用下泥炭土冻结过程中的冰透镜体生长机理研究，国家自然科学基金/地区项目，项目编号：**。
2.滇池泥炭土层地铁盾构施工扰动引起长期沉降的机理研究，国家自然科学基金/青年项目，项目编号：**。
学术成果
论文：
[1]王志良,申林方,李邵军,等.基于格子Boltzmann方法的岩体单裂隙面渗流特性研究[J].岩土力学, 2017, 38(4): 1203-1210.
WANG Zhi-liang, SHEN Lin-fang, LI Shao-jun, et al. Seepage characteristics of a single fracture based on lattice Boltzmann method [J]. Rock and Soil Mechanics, 2017, 38(4): 1203-1210.
[2]王志良,申林方,伍曾.盾构隧道局部渗漏水对周围土体孔隙水压力的影响[J].现代隧道技术, 2017, 54(1): 89-95.
WANG Zhi-liang, SHEN Lin-fang, WU Zeng. Influence of local water leakage of shield tunnels on the pore water pressure of soil masses [J]. Modern tunnelling technology, 2017, 54(1): 89-95.
[3]徐宗恒,徐则民,王志良.格子Boltzmann方法在斜坡非饱和带土体大孔隙流研究中的应用[J].岩土工程学报, 2017, 39(1): 178-184.
XU Zong-heng, XU Ze-min, WANG Zhi-liang. Application of lattice Boltzmann method in macropore flows in unsaturated zone soil of slopes [J]. Chinese Journal of Geotechnical Engineering, 2017, 39(1): 178-184.
[4]王志良,瞿嘉安,周潇,等.基于模拟退火算法重构土体细观孔隙结构研究[J].昆明理工大学学报（自然科学版）, 2016, 41(6): 1262-1268.
WANG Zhi-liang, QU Jia-an, ZHOU Xiao, et al. Research on reconstruction for mesoscopic pore structure of soil based on simulated annealing algorithm [J]. Journal of Kunming University of Science and Technology (Natural Science Edition), 2016, 41(6): 1262-1268.
[5]王志良,申林方,徐则民,等.岩体裂隙面粗糙度对其渗流特性的影响研究[J].岩土工程学报, 2016, 38(7): 1262-1268.
WANG Zhi-liang, SHEN Lin-fang, XU Ze-min, et al. Influence of roughness of rock fracture on seepage characteristics [J]. Chinese Journal of Geotechnical Engineering, 2016, 38(7): 1262-1268.
[6]申林方,王志良,李邵军.基于土体细观结构重构技术的渗流场数值模拟[J].岩土力学, 2015, 36(11): 3307-3314.
SHEN Lin-fang, WANG Zhi-liang, LI Shao-jun. Numerical simulation for seepage field of soils based on mesoscopic structure reconfiguration technology [J]. Rock and Soil Mechanics, 2015, 36(11): 3307-3314.
[7]申林方,王志良,李邵军.基于格子博尔兹曼方法表征体元尺度土体细观渗流场的数值模拟[J].岩土力学, 2015, 36(S2): 689-694.
SHEN Lin-fang, WANG Zhi-liang, LI Shao-jun. Numerical simulation for mesoscopic seepage field of soil based on lattice Boltzmann method at REV scale [J]. Rock and Soil Mechanics, 2015, 36(S2): 689-694.
[8]申林方,王志良,魏纲,等.盾构施工引起土体超孔隙水压力消散问题的研究[J].铁道学报, 2015, 37(6):112-118.
SHEN Lin-fang, WANG Zhi-liang, WEI Gang, et al. Research on dissipation of excess pore water pressure caused by shield tunnelling [J]. Journal of the China Railway Society, 2015, 36(S2): 689-694.
[9]王志良,申林方,谢建斌.三维盾构隧道开挖面极限支护压力的上限解[J].防灾减灾工程学报, 2015, 35(3):348-353.
WANG Zhi-liang, SHEN Lin-fang, XIE Jian-bin. Three-dimensional upper bound solution of limit support pressure during shield tunnelling [J]. Journal of Disaster Prevention and Mitigation Engineering, 2015, 35(3):348-353.
[10]申林方,王志良,魏纲,等.盾构隧道开挖面被动极限支护压力的三维解析解[J].现代隧道技术, 2014, 51(6):35-40.
SHEN Lin-fang, WANG Zhi-liang, WEI Gang, et al. Three-dimensional analytical solution for passive limit support pressure during shield tunnelling [J]. Modern Tunnelling Technology, 2014, 51(6):35-40.
[11]王志良,申林方,魏纲.盾构隧道施工引起周围土体超孔隙水压力的分析[J].现代隧道技术, 2014, 51(4): 67-72.
WANG Zhi-liang, SHEN Lin-fang, WEI Gang. Analysis of excessive pore water pressure of soil induced by shield tunnelling [J]. Modern Tunnelling Technology, 2014, 51(4): 67-72.
[12]王志良,申林方,谢建斌.人工冻结法单管冻结引起周围土体温度场变化的研究[J].现代隧道技术, 2014, 51(1): 86-90.
WANG Zhi-liang, SHEN Lin-fang, XIE Jian-bin. On temperature field variation of the surrounding soil mass caused by artificial single pipeline freezing [J]. Modern Tunnelling Technology, 2014, 51(1): 86-90.
[13]刘铭,王志良.盾构施工扰动对隧道结构弹性沉降的影响[J].铁道学报, 2014, 36(1): 107-112.
LIU Ming, WANG Zhi-liang. Impact of shield tunnel construction disturbance on elastic settlement of tunnel structure [J]. Journal of the China Railway Society, 2014, 36(1): 107-112.
[14]王志良,刘铭,谢建斌,等.盾构施工引起地表固结沉降问题的研究[J].岩土力学, 2013, 34(S1): 127-133.
WANG Zhi-liang, LIU Ming, XIE Jian-bin, et al. Research on consolidation settlement of ground surface caused by shield tunnelling [J]. Rock and Soil Mechanics, 2013, 34(S1): 127-133.
[15]王志良,申林方,谢建斌,等.盾构掘进开挖面前方产生超孔隙水压力的分析[J].铁道学报, 2013, 35(5): 90-96.
WANG Zhi-liang, SHEN Lin-fang, XIE Jian-bin, et al. Analysis on excess pore water pressure induced by shield tunnelling in front of excavation face [J]. Journal of the China Railway Society, 2013, 35(5): 90-96.
[16]王志良,刘国彬,申林方.基于弹性极限理论的盾构隧道收敛变形研究[J].铁道学报, 2012, 34(2): 100-103.
WANG Zhi-liang, LIU Guo-bin, SHEN Lin-fang. Research on convergence deformation of shield tunnel with elastic limit theory [J]. Journal of the China Railway Society, 2012, 34(2): 100-103.
[17]申林方,王志良,谢建斌.基于边界配点法的浅埋隧道开挖引起周围土体变形的分析[J].岩土力学, 2012, 33(S2): 297-301.
SHEN Lin-fang, WANG Zhi-liang, XIE Jian-bin. Response analysis of soil deformation induced by shallow tunnel excavation based on boundary collocation method [J]. Rock and Soil Mechanics, 2012, 33(S2): 297-301.
[18] WANG Zhi-liang, XIE Jian-bin, SHEN Lin-fang, et al. Analysis of longitudinal deformation for shield tunnel based on segment dislocation mode[J], Disaster Advance,2012,5(4):1371-1376.