王培涛
土木工程系
办公地点:土木楼810
办公电话:010-62332939
Email:wangpeitao@ustb.edu.cn
2005年9月-2009年7月,东北大学采矿工程专业,学士
2009年9月-2011年7月,东北大学采矿工程专业,硕士
2011年9月-2015年7月,东北大学采矿工程专业,博士
2015年8月-至今,365878.com教师,讲师(2015年)
研究领域:
1.节理岩体力学参数表征及应用
2.工程岩体稳定性数值分析
本科生课程:
岩土工程(双语)
专利获奖鉴定:
获奖:
矿山岩体力学多元信息集成微震动态显示虚拟现实系统v1.0,发表日期:2014.03.28,登记号:2014SR163982,排名:第7
科研项目:
1.典型矿区高强度开采下岩层破坏与裂隙渗流规律,2013年-2017年
2.应力作用下破碎岩体非Darcy渗流实验及采动突水渗流模型,2016年-2019年
3.深部节理岩体开挖扰动下巷道围岩各向异性力学特性,2016年-2017年
代表性论文及著作:
[1]Peitao Wang, Tianhong Yang, Tao Xu, Meifeng Cai, Changhong Li. Numerical analysis on scale effect of elasticity, strength and failure patterns of jointed rock masses. Geosciences Journal, 2015, DOI 10.1007/s12303-015-0070-x. (SCI)
[2]Peitao Wang,Tianhong Yang*,Tao Xu,Qinglei Yu,Honglei Liu.A Model of anisotropic property of seepage and stress for jointed rock mass[J].Journal of Applied Mathematics,Vol.2013,1-19.DOI:10.1155/2013/420536.(SCI)
[3]Tianhong Yang,Peitao Wang*,Tao Xu,Qinglei Yu,Penghai Zhang,Wenhao Shi,Gaojian Hu.Anisotropic characteristics of fractured rock mass and a case study in Shirengou Metal Mine in China[J].Tunnelling and Underground Space Technology,2015,48:129-139. DOI:10.1016/j.tust.2015.03.005.(SCI、EI)
[4]Tianhong Yang,Peitao Wang*,Honglei Liu,Tao Xu,Qinglei Yu,Wenhao Shi.Deformational behavior of underground opening using a stress-seepage coupled model considering anisotropic characteristics[J].Arabian Journal of Geosciences,2015,8(9):6635-6642,DOI:10.1007/s12517-014-1723-1.(SCI)
[5]Peitao Wang,Tianhong Yang,Qinglei Yu,Honglei Liu,Penghai Zhang.Characterization on jointed rock masses based on PFC2D[J].Frontiers of Structural and Civil Engineering,2013,7(1):32-38.
[2]Peitao Wang,Tianhong Yang*,Tao Xu,Qinglei Yu,Honglei Liu.A Model of anisotropic property of seepage and stress for jointed rock mass[J].Journal of Applied Mathematics,Vol.2013,1-19.DOI:10.1155/2013/420536.(SCI)
[3]Tianhong Yang,Peitao Wang*,Tao Xu,Qinglei Yu,Penghai Zhang,Wenhao Shi,Gaojian Hu.Anisotropic characteristics of fractured rock mass and a case study in Shirengou Metal Mine in China[J].Tunnelling and Underground Space Technology,2015,48:129-139. DOI:10.1016/j.tust.2015.03.005.(SCI、EI)
[4]Tianhong Yang,Peitao Wang*,Honglei Liu,Tao Xu,Qinglei Yu,Wenhao Shi.Deformational behavior of underground opening using a stress-seepage coupled model considering anisotropic characteristics[J].Arabian Journal of Geosciences,2015,8(9):6635-6642,DOI:10.1007/s12517-014-1723-1.(SCI)
[5]Peitao Wang,Tianhong Yang,Qinglei Yu,Honglei Liu,Penghai Zhang.Characterization on jointed rock masses based on PFC2D[J].Frontiers of Structural and Civil Engineering,2013,7(1):32-38.
[6]王培涛,杨天鸿,于庆磊,刘洪磊,张鹏海,夏冬.基于离散裂隙网络模型的节理岩体渗透张量及特性分析[J].岩土力学,2013,34(S2):448-455.(EI)
[7]王培涛,杨天鸿,于庆磊,刘洪磊,张鹏海.节理边坡岩体参数获取与PFC2D应用研究[J].采矿与安全工程学报,2013,30(4):560-565.(EI)
[8]王培涛,杨天鸿,朱立凯,刘洪磊.基于PFC2D岩质边坡稳定性强度折减法研究[J].东北大学学报(自然科学版),2013,34(1):127-130.(EI)
[9]王培涛,杨天鸿,于庆磊,师文豪.含层理构造的黑云变粒岩单轴压缩试验及离散单元法数值模拟[J].东北大学学报(自然科学版),2015,36(11):1633-1637.
[10]刘洪磊,王培涛*,杨天鸿,于庆磊,徐涛,夏冬.基于离散元方法的花岗岩单轴压缩破裂过程的声发射特性[J].煤炭学报,2015,40(8):1790-1795.
[11]Tianhong Yang,Wenhao Shi,Peitao Wang,Honglei Liu,Qinglei Yu,Yang Li.Numerical simulation on slope stability analysis considering anisotropic properties of layered fractured rocks: a case study[J].Arabian Journal of Geosciences,2014.DOI 10.1007/s12517-014-1609-2.(SCI)
[12]Tianhong Yang,Peng Jia,Wenhao Shi,Peitao Wang,Honglei Liu,Qinglei Yu.Seepage-stress coupled analysis on anisotropic properties of fractured rock mass around roadways[J].Tunnelling and Underground Space Technology.2014,43:11–19.(SCI)
[13]夏冬,杨天鸿,王培涛,张鹏海,赵永川.干燥及饱和岩石循环加卸载过程中声发射特征试验研究[J].煤炭学报,2014,39(7):1243-1247.(EI)
[14]师文豪,杨天鸿,王培涛,胡高建,朱新平,肖平.露天矿边坡岩体稳定性各向异性分析方法及工程应用[J].岩土工程学报,2014,36(10):1924-1933.(EI)
[15]夏冬,杨天鸿,王培涛,张鹏海.循环加卸载下饱和岩石变形破坏的损伤与能量分析[J].东北大学学报(自然科学版),2014,35(6):867-870.(EI)
[16]胡高建,杨天鸿,师文豪,于庆磊,刘洪磊,王培涛,王述红.安家岭煤矿岩体结构数字识别及关键块体确定[J].煤炭学报,2014,39(12):2412-2417.(EI)
[17]Wenhao Shi, Tianhong Yang, Peitao Wang, Binbin Song, Dong Xia.Anisotropic numerical analysis on failure modes of dip layered rock slopes and engineering application[A].3rd International Young Scholars' Symposium on Rock Mechanics, Xi'an China, December, 8th-10th,2014.
[18]师文豪,杨天鸿,王培涛,于庆磊.边坡层状岩体三维横观各向同性数值分析[J].金属矿山,2013,5:22-26.
[19]张鹏海,杨天鸿,刘洪磊,郑超,于庆磊,王培涛.基于采动应力场与微震活动性的岩体稳定性分析[J].煤炭学报,2013,38(02):183-188.(EI)
[20]Xiaoyang Rong,Tianhong Yang,Peitao Wang,Hong Wang,Yang Li.Dynamic triaxial test research of stage change of cohesive soil[J].Applied Mechanics and Materials,2013,353-356:937-940.(EI)
[21]王金龙,王培涛,杨天鸿,于庆磊,任凤玉.黑山铁矿挂帮矿回采对西加固边坡岩体扰动模式数值模拟[J].金属矿山,2012,05:4-8.
[22]黄龙现,杨天鸿,郑超,王培涛.不同侧压系数下各向异性巷道围岩破坏模式研究[J].东北大学学报(自然科学版),2012,33(5):739-742.(EI)
[23]于庆磊,郑超,杨天鸿,唐世斌,王培涛,唐春安.基于细观结构表征的岩石破裂热-力耦合模型及应用[J].岩石力学与工程学报,2012,31(1):42-51.(EI)
[24]于庆磊,杨天鸿,郑超,唐春安,王培涛.岩石细观结构对其变形强度影响的数值分析[J].岩土力学,2011,32(11):3468-3472.(EI)
[7]王培涛,杨天鸿,于庆磊,刘洪磊,张鹏海.节理边坡岩体参数获取与PFC2D应用研究[J].采矿与安全工程学报,2013,30(4):560-565.(EI)
[8]王培涛,杨天鸿,朱立凯,刘洪磊.基于PFC2D岩质边坡稳定性强度折减法研究[J].东北大学学报(自然科学版),2013,34(1):127-130.(EI)
[9]王培涛,杨天鸿,于庆磊,师文豪.含层理构造的黑云变粒岩单轴压缩试验及离散单元法数值模拟[J].东北大学学报(自然科学版),2015,36(11):1633-1637.
[10]刘洪磊,王培涛*,杨天鸿,于庆磊,徐涛,夏冬.基于离散元方法的花岗岩单轴压缩破裂过程的声发射特性[J].煤炭学报,2015,40(8):1790-1795.
[11]Tianhong Yang,Wenhao Shi,Peitao Wang,Honglei Liu,Qinglei Yu,Yang Li.Numerical simulation on slope stability analysis considering anisotropic properties of layered fractured rocks: a case study[J].Arabian Journal of Geosciences,2014.DOI 10.1007/s12517-014-1609-2.(SCI)
[12]Tianhong Yang,Peng Jia,Wenhao Shi,Peitao Wang,Honglei Liu,Qinglei Yu.Seepage-stress coupled analysis on anisotropic properties of fractured rock mass around roadways[J].Tunnelling and Underground Space Technology.2014,43:11–19.(SCI)
[13]夏冬,杨天鸿,王培涛,张鹏海,赵永川.干燥及饱和岩石循环加卸载过程中声发射特征试验研究[J].煤炭学报,2014,39(7):1243-1247.(EI)
[14]师文豪,杨天鸿,王培涛,胡高建,朱新平,肖平.露天矿边坡岩体稳定性各向异性分析方法及工程应用[J].岩土工程学报,2014,36(10):1924-1933.(EI)
[15]夏冬,杨天鸿,王培涛,张鹏海.循环加卸载下饱和岩石变形破坏的损伤与能量分析[J].东北大学学报(自然科学版),2014,35(6):867-870.(EI)
[16]胡高建,杨天鸿,师文豪,于庆磊,刘洪磊,王培涛,王述红.安家岭煤矿岩体结构数字识别及关键块体确定[J].煤炭学报,2014,39(12):2412-2417.(EI)
[17]Wenhao Shi, Tianhong Yang, Peitao Wang, Binbin Song, Dong Xia.Anisotropic numerical analysis on failure modes of dip layered rock slopes and engineering application[A].3rd International Young Scholars' Symposium on Rock Mechanics, Xi'an China, December, 8th-10th,2014.
[18]师文豪,杨天鸿,王培涛,于庆磊.边坡层状岩体三维横观各向同性数值分析[J].金属矿山,2013,5:22-26.
[19]张鹏海,杨天鸿,刘洪磊,郑超,于庆磊,王培涛.基于采动应力场与微震活动性的岩体稳定性分析[J].煤炭学报,2013,38(02):183-188.(EI)
[20]Xiaoyang Rong,Tianhong Yang,Peitao Wang,Hong Wang,Yang Li.Dynamic triaxial test research of stage change of cohesive soil[J].Applied Mechanics and Materials,2013,353-356:937-940.(EI)
[21]王金龙,王培涛,杨天鸿,于庆磊,任凤玉.黑山铁矿挂帮矿回采对西加固边坡岩体扰动模式数值模拟[J].金属矿山,2012,05:4-8.
[22]黄龙现,杨天鸿,郑超,王培涛.不同侧压系数下各向异性巷道围岩破坏模式研究[J].东北大学学报(自然科学版),2012,33(5):739-742.(EI)
[23]于庆磊,郑超,杨天鸿,唐世斌,王培涛,唐春安.基于细观结构表征的岩石破裂热-力耦合模型及应用[J].岩石力学与工程学报,2012,31(1):42-51.(EI)
[24]于庆磊,杨天鸿,郑超,唐春安,王培涛.岩石细观结构对其变形强度影响的数值分析[J].岩土力学,2011,32(11):3468-3472.(EI)