唐志成*

1. 基本信息 

唐志成,男,1983年生,博士(后),现为中国地质大学(武汉)工程学院教授,博/硕士生导师。中国岩石力学与工程学会软岩工程与深部灾害控制分会理事,中国岩石力学与工程学会会员、国际岩石力学与工程学会会员、新加坡岩石力学与工程地质学会会员。主要从事岩石力学、地下工程、地质灾害防治方面的教学和研究工作,发表SCIEI期刊源论文50余篇。主持国家自然科学基金面上项目1项、青年项目1项等,国家重点实验室开放基金项目2项,参与973计划项目1项、国家自然科学基金重点项目1项以及多项其它国家自然科学基金项目等。

通讯地址:湖北省武汉市鲁磨路388//430074

E-mailzctang@cug.edu.cn

QQ492285147

手机:+86 158 2745 4150

3C68

********************************************************************************************

招        生:每年招收博士研究生1名,硕士研究生1-2名。

研究方向:不连续面摩擦静/动力学,岩体多场耦合变形破坏机制、本构理论及其试验方法,接触理论与接触过程模拟,地下工程安全性动态反馈分析

********************************************************************************************

2. 学习和工作经历

2019.06 - 至  今      中国地质大学(武汉),工程学院,   教授、博/硕导

2016.04 - 2019.05:中国地质大学(武汉),工程学院,   特任教授、硕导

2015.01 - 2016.01: 南洋理工大学,土木与环境工程学院,Research Fellow

2013.06 - 2016.03: 武汉大学,土木建筑工程学院, 博士后、助理研究员

2009.09 - 2013.05: 同济大学,隧道及地下建筑工程,博士研究生

2006.09 - 2009.05: 中南大学,地质工程,硕士研究生

2002.09 - 2006.06: 中南大学,地质工程, 本科


3. 主持的科研项目

[1] 国家自然科学基金面上项目充填岩石节理的剪切力学模型和颗粒运移破碎过程的宏细观研究,2017.01-2020.12,批准号:41672302(金额:72.0万元)

[2] 中国地质大学(武汉)杰出人才培育基金项目,2016.04-2019.03,批准号:CUG170603(金额:40.0万元)

[3] 国家自然科学基金青年项目考虑三维形貌和接触状态影响的节理力学特性及三维颗粒数值仿真,2015.01-2017.12,批准号:41402247(金额:25.0万元)

[4] 国家重点实验室开放基金资助项目,2018.01-2019.12,批准号:SKLGP2018K018(金额:8.0万元)

[5] 中国博士后科学基金第55批面上项目,2014.01-2015.12,批准号:2014MM550407(金额:8.0万元)

[6] 国家重点实验室开放基金资助项目,2014.01-2015.12,批准号:SKLGP2014K018(金额:8.0万元)


4. 专著

[1] 唐志成,夏才初,桂洋,钱鑫. 工程岩体节理剪切渗流耦合理论. 科学出版社(待出版)


5. 授权发明专利、登记软件著作权

[1] 发明专利,一种实现圆形岩石节理接触状态的自动化控制装置和方法,发明人:唐志成(专利号ZL 201810517062.8

[2] 发明专利,实时高温条件下测试岩石节理基本摩擦角的装置和方法,发明人:唐志成,唐宇(专利号:ZL 201810673891.5

[3] 软件著作权登记,基于离散元的颗粒运移仿真软件系统V1.0,著作权人:唐志成(登记号:2018SR057457

[4] 软件著作权登记,基于离散元的岩石节理剪切试验仿真系统V1.0,著作权人:唐志成(登记号:2018SR057653


6. 论文

[1] Tang Zhi Cheng, Wong Ngai Yuen Louis*. Preliminary estimation of rock-fall lateral dispersion by laboratory test. Rock Mechanics and Rock Engineering (preparation completed)

[2] Xia Cai Chu, Qian Xin, Gui Yang, Tang Zhi Cheng*. Development of a new shear-flow testing apparatus for rock fracture. Rock Mechanics and Rock Engineering (preparation)

[3] Tang Zhi Cheng*. Influence of cyclic freezing-thawing on shear behaviors of rock fracture. Cold Regions Science and Technology (preparation)

[4] Zou Junpeng, Jiao Yuyong*, Tang Zhicheng*, Ji Yinlin, Yan Chengzeng, Wang Jinchao. Effect of mechanical heterogeneity on hydraulic fracture propagation in unconventional gas reservoirs. Computers and Geotechnics (under review)

[5] Tang Zhi Cheng*. Basic friction angle of planar rock surface after heating and water-cooling treatment. Rock Mechanics and Rock Engineering (under review)

[6] Tang Zhi Cheng*. Temperature-dependent peak shear strength criterion for granite fractures collected from Beishan, a possible high-level radioactive waste disposal site in China. Engineering Geology (under review)

[7] Tang Zhi Cheng, Zhang Yingbin*. Cyclic drying-wetting treatment on shear behaviors of red sandstone fractures, collected from the site of Middle-Yunnan Water Diversion Project. Engineering Geology (under review)

[8] Zhang Qing Zhao, Tang Zhi Cheng*. Shear criterion for rock discontinuities after elevated temperatures. Acta Geotechnica (under review)

[9] Tang Zhi Cheng, Zou Jun Peng*. Spatial features of asperity peak for three-dimensional anisotropic rock fracture. Rock Mechanics and Rock Engineering (under review)

[10] Tang Zhi Cheng*. Elliptical hertz-based general closure (eHGC) model for rock fracture. International Journal of Rock Mechanics and Mining Sciences (under review)

[11] Tang Zhi Cheng, Huang Ji Hui, Peng Jun*. Effects of specimen aspect ratio and thermal treatment on mechanical behavior of a fine-grained marble under uniaxial compression. International Journal of Rock Mechanics and Mining Sciences (with editor)

[12] Tang Zhi Cheng, Zou Jun Peng*. Theoretical contact model with asperities coalescence for rock fractures. Acta Geotechnica (under review)

[13] Tang Zhi Cheng, Zhang Qing Zhao*, Jiao Yu Yong*, Wang Xiao Chuan. Thermal shock on the shear behaviors of granite joint. Engineering Geology (Revision)

[14] Tang Zhi Cheng, Zhang Qing Zhao, Peng Jun*. Effect of thermal treatment on the basic friction angle of rock joint. Rock Mechanics and Rock Engineering 2019 DOI: 10.1007/s00603-019-02026-w

[15] Tang Zhicheng, Jiao Yuyong*. Choosing appropriate appraisal to describe peak spatial features of rock joint profiles. International Journal of Geomechanics 2019 DOI: 10.1061/(ASCE)GM.1943-5622.0001641

[16] Tang Zhi Cheng, Zhang Qing Zhao, Peng Jun, Jiao Yu Yong*. Experimental study on the water-weakening shear behaviors of sandstone joints collected from the middle region of Yunnan province, P.R. China. Engineering Geology 2019 258:105161

[17] Tang Zhi Cheng, Sun Meng, Peng Jun*. Influence of high temperature duration on physical, thermal and mechanical properties of a fine-grained marble. Applied Thermal Engineering 2019 156:34-50

[18] Tang Zhi Cheng, Jiao Yu Yong*. A self-consistent model with asperity interaction for the mechanical behavior of rock joints under compressive loading. International Journal of Rock Mechanics and Mining Sciences 2017 100:23-27(SCI检索号:000418009400003

[19] Tang Zhi Cheng, Jiao Yu Yong, Wong Ngai Yuen Louis*. Theoretical model with multi-asperity interaction for the closure behavior of rock joint. International Journal of Rock Mechanics and Mining Sciences 2017 97:15-23(SCI检索号:000407406800002

[20] Tang Zhi Cheng, Wong Ngai Yuen Louis*, Jiao Yu Yong, Wang Xiao Chuan. Choosing   appropriate parameters for developing empirical shear strength criterion of rock joint: Review and new insights. Rock Mechanics and Rock Engineering 2016 49(11):4479-4490(SCI检索号:000387849400018

[21] Tang Zhi Cheng, Xia Cai Chu, Jiao Yu Yong, Wong Ngai Yuen Louis *. Closure model with asperity interaction in normal contact for rock joint. International Journal of Rock Mechanics and Mining Sciences 2016, 83: 170-173(SCI检索号:000369609700017

[22] Tang Zhi Cheng, Wong Ngai Yuen Louis*Influences of normal loading rate and shear velocity on the shear behavior of artificial rock jointsRock Mechanics and Rock Engineering 2016, 49(6): 2165–2172(SCI检索号:000377365400011

[23] Tang Zhi Cheng, Wong Ngai Yuen Louis*New criterion for evaluating the peak shear strength of rock joints under different contact statesRock Mechanics and Rock Engineering 2016, 49(4): 1191–1199(SCI检索号:000373158200005

[24] Tang Zhi Cheng, Huang Run Qiu, Liu Quan Sheng, Wong Ngai Yuen Louis*Effect of contact state on the shear behavior of artificial rock jointBulletin of Geology Engineering and the Environment 2016 , 75(2):761-769(SCI检索号:000375603100023

[25] Tang Zhi Cheng*, Liu Quan Shen, Xia Cai Chu, Song Ying Long, Huang Ji Hui, Wang Chun BoMechanical model for predicting closure behavior of rock joints under normal stressRock Mechanics and Rock Engineering 2014 47(6): 2287-2298(SCI检索号:000344397400025

[26] Xia Cai Chu, Tang Zhi Cheng*, Xiao Wei Min, Song Ying LongNew peak shear strength criterion of rock joints based on quantified surface descriptionRock Mechanics and Rock Engineering 2014 47(2): 387-400(SCI检索号:000331710200006

[27] Tang Zhi Cheng*, Liu Quan Sheng, Huang Ji HuiTheoretical closure deformation model for rock jointJournal of Central South University 2014 21(12):4653-4659(SCI检索号:000346856900032

[28] Wong Louis Ngai Yuen*, Hang Wai Tam Joycelyn, Tang Zhi Cheng. A preliminary small-scale laboratory study on slope waviness and eccentricity of circular blocks. Engineering Geology (revision)

[29] Peng Jun, Rong Guan*, Tang Zhi Cheng. Microscopic characterization of microcrack development in marble after cyclic treatment with high temperature. Bulletin of Engineering Geology and the Environment (DOI: https://doi.org/10.1007/s10064-019-01494-2)

[30] Peng Jun, Rong Guan*, Yao Meng Di, Wong Ngai Yuen Louis, Tang Zhi Cheng. Acoustic emission characteristics of a fine-grained marble with different thermal damages and specimen sizes. Bulletin of Engineering Geology and the Environment (DOI: https://doi.org/10.1007/s10064-018-1375-6)

[31] Zhang Guo Hua, Jiao Yu Yong*, Ma Cai Xia, Wang Hao, Chen Li Biao, Tang Zhi Cheng. Alteration characteristics of granite contact zone and treatment measures for inrush hazards during tunnel construction–A case study. Engineering Geology 2018 235:64-80

[32] Zhang Xiao Bo, Jiang Qing Hui, Kulatilake PHSW*, Xiong Feng, Yao Chi, Tang Zhi Cheng. Influence of asperity morphology on failure characteristics and shear strength properties of rock joints under direct shear tests. International Journal of Geomechanics 2019 19(2)

[33] 唐志成,王晓川*. 不同接触状态岩石节理的剪切力学性质试验研究.岩土工程学报,201739(12)2312-2319

[34] 唐志成,黄润秋,焦玉勇*,谭飞,朱星.考虑基体变形和微凸体变形相互作用的岩石节理闭合变形理论模型.岩土工程学报,201739(10):1800-1806

[35] 唐志成,刘泉声.考虑微凸体变形相互作用的节理闭合变形模型.岩土工程学报,201537(5):853-859

[36] 唐志成,刘泉声.节理的剪切强度准则和分量:(I)剪切强度准则.岩土工程学报,201537(2):292-299

[37] 唐志成,刘泉声,刘小燕.节理的剪切力学性质与含三维形貌参数的剪切强度准则比较研究.岩土工程学报,201435(5):873-879

[38] 唐志成,刘泉声,夏才初等.确定岩石节理Maksimovic峰值抗剪强度准则中粗糙度角φ”的新方法.岩土力学,201435(2): 551-555

[39] 唐志成,刘泉声,黄继辉等.改进的Maksimovic峰值剪切强度准则的试验验证.岩土力学,201435(S1): 233-237

[40] 唐志成,夏才初,宋英龙.粗糙节理的峰值抗剪强度公式.岩土工程学报,201335(3):571-577

[41] 唐志成,夏才初,刘远明.岩桥渐进弱化的Jennings剪切强度准则.岩土工程学报,201234(11):2093-2099

[42] 夏才初,唐志成,宋英龙.基于三维形貌参数的偶合节理峰值抗剪强度公式.岩石力学与工程学报,201231(2): 4241-4247

[43] 唐志成,夏才初,宋英龙等.考虑基体变形的节理闭合变形模型.岩石力学与工程学报,201231(1):3068-3074

[44] 唐志成,夏才初,宋英龙等.人工模拟节理峰值剪胀模型及峰值抗剪强度分析.岩石力学与工程学报,201231(1):3038-3044

[45] 唐志成,夏才初,宋英龙等.Grasselli节理峰值抗剪强度公式再探.岩石力学与工程学报,201231(2):356-364

[46] 唐志成,夏才初,丁增志.非贯通类节理岩体切向变形规律分析.岩土力学,201132(8):2353-2358

[47] 唐志成,夏才初,黄继辉等.节理峰值后归一化位移软化模型.岩土力学,201132(7):2013-2019

[48] 夏才初,唐志成,宋英龙等.峰值剪切位移及其影响因素分析.岩土力学,201132(6):1654-1658

[49] 唐志成,夏才初,肖素光.节理剪切应力-位移本构模型及剪胀现象分析.岩石力学与工程学报,201130(5):917-925

[50] 张建明,刘泉声,唐志成*,占婷,蒋亚龙.考虑剪切变形历史影响的节理峰值剪切强度准则,山东大学学报(工学版)2015455):77-81.

[51] 张建明,唐志成*,蒋景东,占婷.统计参数与JRC的定量关系研究,科学技术与工程,2015,15(14):1-5.

[52] 唐志成,宋英龙.一种描述结构面粗糙度的新方法[J].工程地质学报,201119(2):250-253

[53] 张建明,唐志成*,刘泉声.由点荷载强度指数估算岩浆岩的单轴压缩强度.岩土力学,201534(S2): 595-602.

[54] 唐志成,黄润秋,张建明,王晓川.含坡度均方根的节理峰值剪切强度经验公式.岩土力学,201534(12):3433-3438.

[55] 唐志成,刘泉声,夏才初.节理三维形貌参数的采样效应与峰值抗剪强度准则[J].中南大学学报,201546(7): 2524-2531.

[56] 宋英龙,夏才初,唐志成,宋英杰.粗糙节理在不同接触状态下剪切强度性质的颗粒流数值模拟和试验验证[J].岩石力学与工程学报, 201332(10):2028-2035

[57] 夏才初,宋英龙,唐志成,宋英杰.反复直剪条件下节理的剪切力学性质[J].中南大学学报(自然科学版)201243(9):3589-3594

[58] 夏才初,宋英龙,唐志成,宋英杰.粗糙节理剪切力学性质的颗粒流数值模拟[J].岩石力学与工程学报,201231(8):1545-1552

[59] 夏才初,黄继辉,韩常领,唐志成.寒区隧道岩体冻胀率的取值方法和冻胀敏感性分级[J].岩石力学与工程学报,2013, 32(9):1876-1885

[60] 夏才初,黄继辉,卞跃威,唐志成.融化作用下多年冻土隧道围岩的弹塑性解及其与支护的相互作用分析[J].岩土力学,201337(4):1987-1994

[61] 刘书斌,王春波,周立波,唐志成.硬化土模型在无锡地区深基坑工程中的应用及分析[J].岩石力学与工程学报, 201433 (l): 3022-3028

[62] 王春波,丁文其,刘书斌,王军,唐志成.各向异性渗透系数随应变场动态变化分析[J].岩石力学与工程学报,201433 (l): 3015-3021

[63] 王春波,丁文其,田骄,唐志成.无锡地区考虑软土流变特性的水平向基床系数分析[J].岩土工程学报,201335 (2): 607-611

[64] 王春波,丁文其,周立波,唐志成.复杂应力状态下粉质黏土流变模型及参数试验分析[J].中南大学学报(自然科学版),201344(11):4597-4603


7. 发明专利申请

[1] 发明专利(申请号:),测试节理粗糙度系数各向异性的装置和方法,发明人:刘星,唐志成

[2] 发明专利(申请号:),测试节理粗糙度系数的装置和方法,发明人:李璐,唐志成

[3] 发明专利(申请号:),测试节理粗糙度系数的自动化装置和方法,发明人:唐凤天,唐志成

[4] 发明专利(申请号:),确定结构面粗糙度系数各向异性的装置和方法,发明人:刘星,唐志成

[5] 发明专利(申请号:),测试结构面粗糙度系数的装置和方法,发明人:肖天遥,唐志成

[6] 发明专利(申请号:),确定结构面粗糙度系数的装置和方法,发明人:唐宇,唐志成

[7] 发明专利(申请号:),测试明火燃烧后节理粗糙度系数的装置和方法,发明人:李璐,唐志成

[8] 发明专利(申请号:),测试材料摩擦系数的装置和方法,发明人:彭孟宏,唐志成唐宇

[9] 发明专利(申请号:),测试浸水环境下材料摩擦系数的装置和方法,发明人:彭孟宏,唐志成唐宇

[10] 发明专利(申请号:201810350187.6),一种实现方形岩石节理接触状态的自动化控制装置,发明人:唐志成,唐宇,焦玉勇,邹俊鹏,张玉丰,李勇毅

[11] 发明专利(申请号:201810469996.9),一种含粗糙结构面的圆柱体试样取样方法,发明人:唐志成,焦玉勇,邹俊鹏

[12] 发明专利(申请号:201810517064.7),一种含起伏度的大尺度岩石节理的制备方法,发明人:唐志成

[13] 发明专利(申请号:201810631525.3),一种岩石节理颗粒充填物摆放角度精准定位的夹具,发明人:唐志成,唐宇,焦玉勇

[14] 发明专利(申请号:201810552738.7),一种实现岩石节理颗粒充填物精准定位的夹具,发明人:唐宇,唐志成,焦玉勇

[15] 发明专利(申请号:201811006082.5),一种实现岩石节理充填物不同固结度的装置和方法,发明人:唐志成,唐宇,张玉丰,焦玉勇

[16] 发明专利(申请号:201811044778.7),实时高温条件下测试岩石节理基本摩擦角的装置和方法,发明人:唐志成,唐宇,焦玉勇

[17] 发明专利(申请号:201810365266.4),一种旁压试验装置及方法,发明人:邹俊鹏,焦玉勇,姚爱国,陈光辉,谭飞,严成增,唐志成,吴泽阳,程毅,邱敏

[18] 发明专利(申请号:201810350850.2),一种全液压三腔式旁压仪探头,发明人:邹俊鹏,焦玉勇,姚爱国,陈光辉,谭飞,严成增,唐志成,吴泽阳,程毅,邱敏

[19] 发明专利(申请号:201810333039.3),一种高压单腔式旁压仪探头,发明人:吴泽阳,焦玉勇,姚爱国,邹俊鹏,谭飞,严成增,唐志成,程毅,邱敏


8. 研究生

[1] 肖天遥,硕士,2019-2022,

[2] 唐凤天,硕士,2019-2022,

[3]  璐,硕士,2018-2021循环热处理对花岗岩节理剪切力学性质影响的试验研究

[4]  杰,硕士,2018-2021岩溶区隧道排水管堵塞机理试验研究

[5]  星,硕士,2018-2021干/湿循环处理对红砂岩节理剪切力学性质影响的试验研究

[6]  宇,硕士,2017-2020异性岩石结构面的剪切力学性质

[7] 李勇毅,硕士,2017-2020不同锚固剂锚固界面流变特性试验研究

[8] 张玉丰,硕士,2017-2020库水和降雨联合作用下预应力锚索抗滑桩的加固机理


9. 教学相关

[1] 本科生:岩体力学B40学时,秋季

[2] 本科生:城市地下空间规划及利用,32学时,秋季

[3] 本科生:土木工程材料,32学时,春季

[4] 本科生:野外实践教学(秭归),60学时,暑假


10. 期刊审稿

[1] International Journal of Rock Mechanics and Mining Science

[2] Rock Mechanics and Rock Engineering

[3] Engineering Geology

[4] Tunneling and Underground Space Technology

[5] Engineering Fracture Mechanics

[6] International Journal of Mechanical Sciences

[7] Bulletin of Engineering Geology and the Environment

[8] Journal of Rock Mechanics and Geotechnical Engineering

[9] Geomechanics and Geophysics for Geo-Energy and Geo-Resources

[10] Journal of Testing and Evaluating

[11] Comptes rendus Mecanique

[12] Journal of Geophysics and Engineering

[13] International Journal of Mining Science and Technology

[14] Geomechanics and Engineering, An International Journal

[15] Royal Society Open Science

[16] Journal of Central South University

[17] PLoS One

[18] 岩石力学与工程学报

[19] 岩土工程学报

[20] 岩土力学

[21] 中南大学学报(自然科学版)

[22] 工程地质学报

[23] 水利水电技术

[24] 地质力学学报

2018International Journal of Rock Mechanics and Mining ScienceComptes rendus MecaniqueJournal of Rock Mechanics and Geotechnical Engineering杰出审稿人。


11. 获奖情况

同济大学2013年度优秀毕业研究生

2012年博士研究生国家奖学金

2010-2011学年:同济大学精工-沈祖炎一等奖学金

2010-2011学年:同济大学优秀博士研究生

2006年:中南大学毕业论文(设计)二等奖