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张强

发布时间:2018-07-12     点击数量:

基本信息

姓名:张强

出生年月:19821

学位:博士

职称:教授、博导

研究领域:岩体力学、隧道(地铁)工程

招收研究生专业:岩土工程、隧道工程、土木水利

E-mailqzhang@cumt.edu.cn

个人简介:

张强,2011年获中国科学院武汉岩土力学研究所岩土工程专业博士学位,2017.5~2018.8在日本长崎大学访问交流。中国矿业大学青年学术带头人,中国岩石力学与工程学会教育工作委员会委员。主要从事地下工程(地铁、隧道、矿山)稳定评价与控制、地球物理勘探,测试仪器与装备方面的科研工作,先后主持国家自然科学基金(面上、青年)、中国博士后科学基金(特别资助、面上)、江苏省博士后科学基金7项,承担企事业单位委托横向科研项目20余项。在国内外学术期刊上发表学术论文50余篇,其中第一作者/通讯作者SCI/EI论文30余篇,授权发明专利20余项,指导国家级大创项目2项,指导研究生获国家奖学金3·次。

主持或参加科研项目(课题)及人才计划项目情况:

[1]  深部巷道围岩碎胀大变形灾变机理及协同稳定控制,52074269,国家自然基金面上项目,主持

[2]  真三轴应力巷道围岩碎胀大变形灾变机理研究,2020T1030698,中国博士后特别资助,主持

[3]  深部巷道围岩碎胀大变形机理,2018M640534,中国博士后面上项目,主持

[4]  加卸载路径下岩石节理剪切-渗流耦合力学行为,江苏省博士后基金,主持

[5]  岩体峰后软化特性及本构模型研究,2013M531424,中国博士后面上项目,主持

[6]  加卸载路径下岩体软化特性研究,51204168,国家自然科学基金青年项目,主持

[7]  采动作用下深部岩体峰后弱化机制研究,1301123C,江苏省博士后基金,主持

[8]  邯邢大水矿山固废利用治水及地下水资源化关键技术研究,主持,2023

[9]  N2302工作面巷道底板软弱煤体快速机械化加固成套技术研究,主持,2022

[10] 古城煤矿综采顺槽单体柱-煤底相互作用机理及地梁维护系统研制,主持,2022

[11] 沙道沟隧道超前预报、监控量测与隧底岩溶探测,主持,2020

[12] 徐州轨道交通2号线11标隧道超前地质预报,主持,2020

[13] 机电一体化全自动高精度测斜仪研制,主持,2020

[14] 宜兴至长兴高速公路江苏段隧道衬砌质量检测,主持,2019

[15] 萧县凤山隧道漏水治理可行性研究,主持,2019

[16] 三采区采动覆岩运动规律及其对地表水系与周围环境影响评价,主持,2018

[17] 努和廷铀矿床地质力学模型试验研究,主持,2016

[18] 软土地区半水半陆基坑稳定性及变形自动监测系统研究,主持,2016

[19] 嘉闵高架(S32~莘松路)道路新建工程(JMN2-6标)风险评估,主持,2016

[20] 地付罐区场地开裂问题监测与评价技术服务合同,主持,2016

一、第一或通讯作者学术论文(近五年):

[1]  Li Yapeng, Zhang Qiang, Jiang Binsong. Numerical investigation on the fracture and mechanical behaviors of marble containing two parallel fissures under triaxial compression conditions using FDEM. Theoretical and Applied Fracture Mechanics, 2024

[2]  Li Yapeng, Zhang Qiang, Jiang Binsong. Numerical investigation on the mechanical and fracture behaviors of marble under cyclic loading and unloading true triaxial compression using discrete element method. Computational Particle Mechanics, 2024

[3]  王红英,张强,吴培楠,韩立军,韩贵雷.基于广义Hoek-Brown准则的圆形巷道围岩弹塑性解析. 采矿与安全工程学报,2024

[4]  Wang Hongying, Zhang Qiang, Liu Richeng, Li Tao, Quan Xiaowei, Jiang Yujing. A cohesive-frictional elastoplastic constitutive model for rock joint. Journal of Rock Mechanics and Geotechnical Engineering, 2024

[5]  Xu Haixu, Zhang Qiang, Wang Kai, Gu Jiayu, Jiang Binsong. Analytical solutions for the deflection and internal force of hard roof subject to a piecewise linear supercharged load. International Journal of Geomechanics, 2024

[6]  Li Yapeng, Zhang Qiang, Gu Qiuxin, Wu Peinan, Jiang Binsong. An improved strain-softening constitutive model of granite considering the effect of crack deformation. Journal of Rock Mechanics and Geotechnical Engineering, 2024

[7]  Gu Qiuxin, Zhang Qiang, Ye Sizhe, Dai Wanli, Li Tao. Shear fracture behavior and damage constitutive model of rock joints considering the effect of pre-peak cyclic loading. Theoretical and Applied Fracture Mechanics, 2024

[8]  Gu Qiuxin, Zhang Qiang, Ye Sizhe, Li Tao, Dai Wanli. Experimental investigation on the shear mechanical behavior and energy evolution of sandstone subjected to pre-peak cyclic loading. Soil Dynamics and Earthquake Engineering, 2024

[9]  Wang Hongying, Zhang Qiang, Wu Peinan, Li Yanjing, Han Lijun, Han Guilei. Elastoplastic solution of a circular tunnel in surrounding rock with any nonlinear yield criteria and plastic flow envelopes. Computers and Geotechnics, 2024

[10] Li Tao, Zhang Qiang, Yin Qian, Dai Wanli, Gu Jiayu. Experimental study on the nonlinear flow characteristics of fractured granite after hightemperature cycling. Geomech. Geophys. Geo-energ. Geo-resour. 2023

[11] Li Tao, Zhang Qiang, Yin Qian, Gu Jiayu, Jiang Binsong. Experimental Study on the Nonlinear Shear-Flow Behavior of Granite with a Single Fracture. International Journal of Applied Mechanics, 2023

[12] Zhang Qiang, Li Yanjing, Wang Hongying, Yin Qian, Wang Xiaofei. Re-profiling response of heavily squeezed tunnels via ground reaction curves. Tunnelling and Underground Space Technology, 2022

[13] 闵明,张强,郭强,蒋斌松. 热损伤粗粒花岗岩强度与变形破裂特性试验研究. 中南大学学报(自然科学版), 2022

[14] Zhang Qiang, Wang Xiaofei, Jiang Binsong, Liu Richeng, Li Guimin. A finite strain solution for strain-softening rock mass around circular roadways. Tunnelling and Underground Space Technology, 2021

[15] Zhang Qiang, Li Yanjing, Min Ming., Jiang Binsong. Mechanical behavior of Beishan granite samples with different slenderness ratios at high temperature, Geomechanics and Engineering, 2021

[16] Zhang Qiang, He Wei, Wang Hongying, Jiang Binsong. A simple numerical procedure for the elasto-plastic coupling finite strain analysis of circular tunnels in strain-softening rock masses, Computers and Geotechnics, 2021

[17] Zhang Qiang, He Wei, Wang Hongying, Liu Richeng, Lu Mengmeng, Jiang Binsong. Elasto-plastic solutions for expanding cavities in strain-hardening and/or softening soils, Tunnelling and Underground Space Technology, 2021

[18] Zhang Qiang, Shao Cong., Wang Hongying, Jiang Binsong, Jiang Yujing, Liu Richeng. A fully coupled hydraulic-mechanical solution of a circular tunnel in strain-softening rock masses, Tunnelling and Underground Space Technology2020

[19] Zhang Qiang, Quan Xiaowei, Wang Hongying, Jiang Binsong, Liu Richeng. A numerical solution of a circular tunnel in a confining pressure-dependent strain-softening rock mass, Computers and Geotechnics, 2020

[20] Min Ming, Jiang Binsong, Lu Mengmeng, Long Jingkui, Zhang Qiang. An improved strain-softening model for Beishan granite considering the degradation of elastic modulus, Arabian Journal of Geosciences, 2020

[21] Zhang Qiang, Peng Chunhui, Liu Richeng, Jiang Binsong, Lu Mengmeng. Analytical solutions for the mechanical behaviors of a hard roof subjected to any form of front abutment pressures, Tunnelling and Underground Space Technology, 2019

[22] Zhang Qiang, Wang Hongying, Jiang Yujing, Lu Mengmeng, Jiang Binsong. A numerical large strain solution for circular tunnels excavated in strain-softening rock masses, Computers and Geotechnics , 2019

[23] Wang Xiaofei, Jiang Binsong, Zhang Qiang, Lu Mengmeng, Chen Miao. Analytical solution of circular tunnel in elastic-viscoplastic rock mass, Latin American Journal of Solids and Structures, 2019

二、代表性发明专利(近五年):

[1]  张强,代万里,叶思哲,王红英,李元海,李树忱,尹乾,吴疆宇,李涛. 一种全环境钻孔原岩应力测试装置及测量方法,ZL 20231082851452023.7.7

[2]  张强,李沛瑶,梅林,付祥,赵皓天,崔照知. 一种变长度测斜仪探头,ZL 20211163834372021.12.30

[3]  张强,李涛,叶思哲,王迎超,尹乾,吴晓锁,王红英,韩贵雷,蒋斌松. 一种TBM施工圆形隧洞地应力测算方法及系统,ZL 20231038743892023.4.12

[4]  韩贵雷,袁胜超,张强,叶思哲,尹乾,顾嘉玉,赖中原. 一种垂直铺设高阻防渗膜渗漏点检测装置及方法,ZL 202310441518.82023.4.23

[5]  张强,李涛,吴培楠,王红英,韩贵雷,蒋斌松. 一种单点多次应力解除原岩应力测试方法,ZL 202310161699.92023.2.24

[6]  张强,谷邱鑫,尹乾,刘日成,徐鼎平,邱士利. 基于恒定法向中心约束的低摩阻剪切试验装置及试验方法,ZL 202310438265.92023.4.23

[7]  张强,徐海旭,叶思哲,尹乾,吴疆宇,吴晓锁. 一种钻孔深层水平位移高密度测试方法,ZL 202310234819.32023.3.13

[8]  张强,代万里,吴培楠,王红英,韩贵雷,蒋斌松. 基于光学显微的一点应变测量方法,ZL 202310167033.42023.2.27

[9]  张强,吴培楠,吴晓锁,尹乾,吴疆宇,韩贵雷. 一种单线分布式多点位移计装置及测试方法,ZL 202310161798.72023.2.24

[10]  尹乾,张强,邓天慈,吴疆宇,刘日成,靖洪文. 一种三维粗糙裂隙面卸荷诱发剪切滑移试验装置及方法,ZL202111084572.92022.5.24

[11]  Yin Qian, Jing Hongwen, Deng Tianci, Meng Bo, Zhang Qiang, Wu Jiangyu, Wei Liyuan, Liu Richeng, Jiang Zheng. Test device and method for unloading shear mechanical characteristics and deformation measurement of three-dimensional rock mass fracture network. 2022/03437, 2022.5.25

[12]  Wang Yingchao, Geng Fan, Yang Shengqi, Zhang Qiang, Jing Hongwen, Han Lijun, Meng Fanshu, Zhao Ning, Meng Bo, Meng Qingbin. Testing system and method for measuring loss of particles in water inrush process in real time, 3050020, 2021.9.28(授权)

[13]  尹乾,吴疆宇,江郑,张强,靖洪文,苏海健,蔚立元. 一种粗糙裂隙面层状各项异性岩体剪切试验装置及方法,ZL202111084809.32021.9.16

三、科技奖励:

[1]  张强(4/12)金属矿山地下水灾害治理与水资源水生态保护三位一体关键技术研究,中国有色金属工业协会,科技进步二等奖, 2023

[2]  张强(3/10)金属矿山地下水防治与协同保护关键技术研究与应用,河北省科技厅,科技进步三等奖,2023

[3]  张强(1/13)复杂破碎围岩巷道稳定机理与控制技术研究,中国煤炭工业协会,科技进步二等奖,2018

[4]  张强(4/9)煤巷锚网支护系统安全评价理论与技术实践,中国煤炭工业协会,科技进步三等奖,2014