
电子邮件: dpxu@whrsm.ac.cn
通信地址: 湖北省武汉市武昌区水果湖街小洪山2号
邮政编码: 430071
研究领域
深部岩体工程风险量化与数字孪生
岩体细观力学性质及其表征方法
招生信息
招生专业
080104-工程力学
081803-地质工程
招生方向
岩体细观力学性质及其表征方法
教育背景
学历
博士研究生
学位
工作经历
工作简历
2014-01~2021-12,中国科学院武汉岩土力学研究所, 副研究员
2011-07~2013-12,中国科学院武汉岩土力学研究所, 助理研究员
社会兼职
2023-01-01-2027-01-01,中国岩石力学学会露天开采与边坡工程专业委员会, 委员
2022-11-01-2026-11-01,中国岩石力学学会岩土工程信息技术与应用分会, 理事
2022-03-10-2027-03-10,湖北省科技厅, 高端专家
2022-02-26-今,International Journal of Mining Science and Technology, 中青年编委
2019-04-30-2024-04-30,中国土木工程学会工程风险与保险研究分会, 理事
2018-07-01-2022-07-01,中国水利学会水工结构专业委员会, 委员
2018-04-30-2022-04-30,中国岩石力学与工程学会岩石工程设计方法分会, 理事
专利与奖励
专利
( 2 ) 一种用于钻孔摄像测试设备导向辅助装置及施工方法, 发明专利, 2023, 第 5 作者, 专利号: CN115628044A
( 3 ) 基于标靶装置的深埋隧洞结构面点云坐标变换方法及设备, 发明专利, 2022, 第 5 作者, 专利号: CN114858140A
( 4 ) 一种深部背斜构造及地层结构三维数值模型构建方法, 发明专利, 2022, 第 5 作者, 专利号: CN114491774A
( 5 ) 一种锚杆加固效果的计算方法以及相关设备, 发明专利, 2022, 第 1 作者, 专利号: CN202110423975.5
( 6 ) 用于岩石、混凝土材料高气压卸荷致裂试验的增压装置, 发明专利, 2022, 第 1 作者, 专利号: CN202111493169.1
( 7 ) 一种高气压卸荷致裂试验系统, 发明专利, 2022, 第 1 作者, 专利号: CN202111491932.7
( 8 ) 一种尾砂处理方法、装置、系统及计算机可读存储介质, 发明专利, 2022, 第 3 作者, 专利号: CN114101300A
( 9 ) 地下洞室围岩整体稳定性的定量评估方法、装置以及设备, 发明专利, 2022, 第 1 作者, 专利号: CN202111487342.7
( 10 ) 锚杆拉伸阻尼器的制备方法及锚杆拉伸阻尼器, 发明专利, 2021, 第 5 作者, 专利号: CN111946376B
( 11 ) 一种三维网格模型的构建方法及装置, 发明专利, 2021, 第 1 作者, 专利号: 113128095A
( 12 ) 一种岩体开挖扰动区的预测方法以及相关设备, 发明专利, 2021, 第 2 作者, 专利号: ZL 202110402729 .1
( 13 ) 隧道水沟电缆槽可行走双侧组合式长模板快速施工工法, 发明专利, 2021, 第 5 作者, 专利号: CN113006824A
( 14 ) 套设式剪切盒结构, 发明专利, 2021, 第 5 作者, 专利号: CN111089782A
( 15 ) 岩石剪切试验设备及针对岩石试块的直剪试验测试方法, 发明专利, 2021, 第 4 作者, 专利号: CN111089781B
( 16 ) 一种基坑坑壁土体变形管理方法, 发明专利, 2021, 第 2 作者, 专利号: CN110397040B
( 17 ) 剪切盒连接装置, 发明专利, 2021, 第 4 作者, 专利号: CN111089783B
( 18 ) 岩石自然结构面磨损体积确定方法、装置和计算机设备, 发明专利, 2021, 第 4 作者, 专利号: CN110120067B
( 19 ) 岩石拉伸变形模量与拉伸强度测试系统及方法, 发明专利, 2021, 第 5 作者, 专利号: CN112213185A
( 20 ) 混凝土结构面制样装置, 发明专利, 2021, 第 5 作者, 专利号: CN110274812B
( 21 ) 一种现场原位岩体各向异性波速场测量方法, 发明专利, 2020, 第 3 作者, 专利号: CN110333535B
( 22 ) 一种岩土工程用应急装置, 实用新型, 2020, 专利号: CN211424139U
( 23 ) 一种直剪试验中岩石结构面剪切破坏位置定位方法, 发明专利, 2020, 第 5 作者, 专利号: CN110018062B
( 24 ) 一种岩土工程稳定实时预警装置, 实用新型, 2020, 第 5 作者, 专利号: CN210262997U
( 25 ) 一种岩土工程监测用信息处理装置, 实用新型, 2019, 第 5 作者, 专利号: CN209514520U
( 26 ) 一种测定高应力硬岩损伤演化规律的试验方法, 发明专利, 2019, 第 3 作者, 专利号: CN110082229A
( 27 ) 一种含错动带岩体的原位取样方法, 发明专利, 2019, 第 1 作者, 专利号: CN107782578B
( 28 ) 模拟现场错动带结构和应力状态的室内真三轴试验方法, 发明专利, 2019, 第 1 作者, 专利号: CN107817164B
( 29 ) 横观各向同性岩体原位动弹性模量的各向异性系数的测量方法, 发明专利, 2015, 第 4 作者, 专利号: CN104374827A
( 30 ) 一种柱状节理结构面拉伸的实验装置及方法, 发明专利, 2014, 第 4 作者, 专利号: CN103645093A
( 31 ) 一种岩石溃曲破坏强度测试装置, 发明专利, 2013, 第 4 作者, 专利号: CN203259417U
( 32 ) 一种防治地下洞室中缓倾角错动带变形与破坏的梯式阻滑群洞, 发明专利, 2013, 第 3 作者, 专利号: CN102913261A
( 33 ) 一种非饱和土体积变形测量装置, 实用新型, 2011, 第 7 作者, 专利号: CN201917314U
( 34 ) 一种洞室内开合式错动带软岩静压取样器, 实用新型, 2011, 第 4 作者, 专利号: CN201786300U
( 35 ) 一种野外含软弱夹层岩石的取样固定装置, 实用新型, 2010, 第 3 作者, 专利号: CN201464211
科研奖励
(2) 徐鼎平(4/18). 乌东德水电站巨型地下洞室群建设与运行关键技术. 中国岩石力学与工程学会科技进步奖特等奖, 2022.10.
(3) 徐鼎平(3/15). 横观各向同性岩体开挖稳定性分析理论与工程应用. 中国岩石力学与工程学会科技进步奖一等奖, 2017.10.
(4) 徐鼎平(4/6). 深部工程硬岩冲击型灾害预警与控制关键技术及应用. 中国发明协会发明奖一等奖, 2023.08.
(5) 徐鼎平(3/7, 通讯作者). 领跑者5000 中国精品科技期刊顶尖学术论文, 中国科学技术信息研究所论文奖, 2021.12
论著
(1) Ding-ping Xu, Xiang Huang, Quan Jiang, Shao-jun Li, Hong Zheng, Shi-li Qiu, Huai-sheng Xu, Yong-hong Li, Zhi-guo Li, Xing-dong Ma. Estimation of the three-dimensional in situ stress field around a large deep underground cavern group near a valley[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2021, 13(3): 529-544. (封面文章)
(2) Ding-ping Xu, Xiang Huang, Shao-jun Li, Huai-sheng Xu, Shi-li Qiu, Hong Zheng, Quan Jiang. Predicting the excavation damaged zone within brittle surrounding rock masses of deep underground caverns using a comprehensive approach integrating in situ measurements and numerical analysis[J]. Geoscience Frontiers, 2022, 13(2): 101273.
(3) Ding-ping Xu, Xiu-yang Liu, Quan Jiang, Shao-jun Li,Yang-yi Zhou, Shi-li Qiu, Fei Yan, Hong Zheng, Xiang Huang. A local homogenization approach for simulating the reinforcement effect of the fully grouted bolt in deep underground openings[J]. International Journal of Mining Science and Technology, 2022, 32(2): 247-259.
(4) Ding-ping Xu, Quan Jiang, Shao-jun Li, Shi-li Qiu, Shu-qian Duan, Shu-ling Huang. Safety assessment of cable bolts subjected to tensile loads[J]. Computers and Geotechnics, 2020, 128: 103832.
(5) Ding-ping Xu, Xia-ting Feng, Yu-Jun Cui. An experimental study on the shear strength behaviour of an interlayered shear weakness zone[J]. Bulletin of Engineering Geology and the Environment, 2013, 72(3): 327-338.
(6) Ding-ping Xu, Xia-ting Feng, Yu-Jun Cui. A comparative study on the shear behavior of interlayer staggered zone based on laboratory and in-situ shear test[J]. Geotechnical Testing Journal, 2012, 35(3): 375-386.
(7) Ding-ping Xu, Xia-ting Feng, Yu-Jun Cui. A simple shear strength model for interlayer shear weakness zone[J]. Engineering Geology, 2012, 147-148: 114-123.
(8) Ding-ping Xu, Xia-ting Feng, Yu-Jun Cui, Quan Jiang. Use of the equivalent continuum approach to model the behavior of a rock mass containing an interlayer shear weakness zone in an underground cavern excavation[J]. Tunnelling and Underground Space Technology, 2015, 47(3): 35-51.
(9) Ding-ping Xu, Xia-ting Feng, Dong-fang Chen, Chuan-Qing Zhang, Qi-xiang Fan. Constitutive representation and damage degree index for the layered rock mass excavation response in underground openings[J]. Tunnelling and Underground Space Technology, 2017, 64: 133-145.
(10) Ding-ping Xu, Yang-yi Zhou, Shi-li Qiu, Quan Jiang, Bin Wang. Elastic modulus deterioration index to identify the loosened zone around underground openings[J]. Tunnelling and Underground Space Technology, 2018, 82: 20-29.
(11) Ding-ping Xu, Gong-kai Gu, Liang-peng Wan, Dong-fang Chen, Shu-ling Huang. An index for estimating the stability of the layered rock masses under excavation disturbance[J]. Advances in Materials Science and Engineering, 2018, 1-11.
(12) Yang-yi Zhou, Ding-ping Xu*, Gong-Kai Gu, Ke Liu, Liang-Peng Wan, Tuan-Le Wang, Jin-Bao Yang. The failure mechanism and construction practice of large underground caverns in steeply dipping layered rock masses[J]. Engineering Geology, 2019, 250:45-64.
(13) Xiu-yang Liu, Ding-ping Xu*, Shao-jun Li, Shi-li Qiu, Quan Jiang. An insight into the mechanical and fracture characterization of minerals and mineral interfaces in granite using nanoindentation and micro X-ray computed tomography[J]. Rock Mechanics and Rock Engineering, 2023, 56: 3359-3375.
(14) Yue-lin Xia, Ding-ping Xu*, Shi-li Qiu, Xiu-yang Liu, Xiang Huang, Zhi-guo Li. Experimental study on mechanical properties of deeply buried granite during layered excavation of large underground caverns[J]. Rock Mechanics and Rock Engineering, 2023, 56: 4757-4778.
(15) Dong-fang Chen, Ding-ping Xu*, Gao-feng Ren, Quan Jiang, Guo-feng Liu, Liang-peng Wan, Ning Li. Simulation of cross-correlated non-Gaussian random fields for layered rock mass mechanical parameters[J]. Computers and Geotechnics, 2019, 112: 104-119.
(16) Yang-yi Zhou, Ding-ping Xu*, Ke Liu, Dong-fang Chen. Understanding the failure mechanism of a large underground cavern in steeply dipping layered rock mass using an enhanced ubiquitous-joint model[J]. Bulletin of Engineering Geology and the Environment, 2021, 80(6): 4621-4638.
(17) Huai-sheng Xu, Ding-ping Xu*, Shao-jun Li, Min-zong Zheng, Xiang Huang, Bing-rui Chen, Guang-liang Feng, Yu Xu. Stress tensor similarity index based on Euclidean distance for numerical back analysis of in situ stress fields[J]. Computers and Geotechnics, 2023, 159: 105457.
(18) Quang Jiang, Jie Xin, Ding-ping Xu*, Qiang Liu. Shear failure process of rectangular tunnel: Physical experimental test and numerical back-analysis[J]. Theoretical and Applied Fracture Mechanics, 2022, 120: 103384.
(19) Huaisheng Xu, Shaojun Li*, Ding-ping Xu*, Xiang Huang, Minzong Zheng, Jianhua He, Chong Zhang. Numerical back analysis method of three-dimensional in situ stress fields considering complex surface topography and variable collinearity[J]. International Journal of Rock Mechanics and Mining Sciences, 2023, 170: 105474.
(20) Xiang Huang, Shao-jun Li*, Ding-ping Xu*, Peng-zhi Pan. Time‑dependent behavior of Jinping deep marble taking into account the coupling between excavation damage and high pore pressure[J]. Rock Mechanics and Rock Engineering, 2022, 55: 4893-4912.
(21) Shu-Qian Duan, MingHuan Zhang, Ding-ping Xu*, JieCheng Xiong, YuJun Cui, Yu Su. Mechanical response and data-driven fatigue model of interlayer soils in track-bed considering multi-factor coupling effect[J]. Computers and Geotechnics, 2023, 163: 105749.
(22) Guang-tao Guo, Ding-ping Xu*, Guang-Liang Feng, Xiao-gang Wu, Yu-xin Zhou. Strength parameters and energy evolution law of deep-buried granite under triaxial conditions[J]. Frontiers in Environmental Science, 2022, 10: 931757.
(23) Chong-lin Jian, Ding-ping Xu*, Yang-yi Zhou, Dong-fang Chen, Shao-wu Zhou, Lian-xing Hu, Chong Wu, Sen-lin Jiang. Stability analysis on the steeply-inclined small-angle layered surrounding rock masses at the upstream high sidewall of a large-span cavern[J]. Frontiers in Earth Science, 2022, 10: 937893.
(24) Yang-yi Zhou, Xia-ting Feng, Ding-ping Xu, Qi-xiang Fan. An enhanced equivalent continuum model for layered rock mass incorporating bedding structure and stress dependence[J]. International Journal of Rock Mechanics and Mining Sciences, 2017, 97: 75-98.
(25) Jian Liu, Quan Jiang, Ding-ping Xu, Feng-qiang Gong, Hong Zheng, Jie Xin. Uncertainty quantification for characterization of rock elastic modulus based on P-velocity[J]. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 2022, doi: 10.1080/17499518.2022.2119580.
(26) Jian Liu, Quan Jiang, Ding-ping Xu, Hong Zheng, Tao Chen, Qiang Liu, Peng-fei Chen. Experimental evaluation of the scale of fluctuations in rock using ultrasonic tests[J]. International Journal of Geomechanics, 2023, 23(5): 06023006-1.
(27) Shu-qian Duan, Quan Jiang, Ding-ping Xu, Guo-feng Liu. Experimental study of mechanical behavior of interlayer staggered zone under cyclic loading and unloading condition[J]. International Journal of Geomechanics, 2020, 20(3): 04019187.
(28) Yang-yi Zhou, Xia-ting Feng, Ding-ping Xu, Qi-xiang Fan. Experimental investigation of the mechanical behavior of bedded rocks and its implication for high sidewall caverns[J]. Rock Mechanics and Rock Engineering, 2016, 49(9): 3643-3669.
(29) Dong-tang Chen, Xia-ting Feng, Ding-ping Xu, Quan Jiang, Cheng-xiang Yang, Pin-Pin Yao. Use of an improved ANN model to predict collapse depth of thin and extremely thin layered rock strata during tunneling[J]. Tunnelling and Underground Space Technology, 2016, 51: 372-386.
(30) Peng-zhi Pan, Xia-ting Feng, Ding-ping Xu, Lin-fang Shen. Modeling fluid flow through a single fracture with different contacts using cellular automata[J]. Computers and Geotechnics, 2011, 38(8): 959-969.
(31) Xu-feng Liu, Yang-yi Zhou, Ding-ping Xu. Anisotropic mechanical properties of quartz mica schist subjected to true triaxial compression[J]. Environmental Earth Sciences, 2023, 82: 204. doi: 10.1007/s12665-023-10886-3
(32) Quan Jiang, Bing Yang, Fei Yan, Ding-ping Xu, Guang-liang Feng, Shao-jun Li. Morphological features and fractography analysis for in situ spalling in the China Jinping underground laboratory with a 2400 m burial depth[J]. Tunnelling and Underground Space Technology, 2021, 118: 104194.
(33) Chang Liu, Guang Liang Feng, Chun Zhu, Ding-ping Xu. Failure characteristics and scale in a sandstone joint subjected to direct shear testing: experimental investigation with acoustic emission monitoring[J]. Lithosphere, 2022, 10: 6456423.
(34) Yao Yang, Quan Jiang, Jian Liu, Hong Zheng, Ding-ping Xu, Jun Xiong. Equivalent constitutive model for jointed rock masses and its application in large underground caverns[J]. International Journal of Geomechanics, 2023, 23(1): 0002633.
(35) Quan Jiang, Xiao-pei Liu, Fei Yan, Yao Yang, Ding-ping Xu, Guang-liang Feng. Failure Performance of 3DP Physical Twin‑Tunnel Model and Corresponding Safety Factor Evaluation[J]. Rock Mechanics and Rock Engineering, 2020, 54: 109-128.
(36) Bing Yang, Quan Jiang, Xia-ting Feng, Jie Xin, Ding-ping Xu. Shear testing on rock tunnel models under constant normal stress conditions[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2022, 14(6): 1722-1736.
(37) Min-zong Zheng, Shao-jun Li, Zou Yao, Ao-dong Zhang, Ding-ping Xu, Ji-fang Zhou. Core discing characteristics and mitigation approach by a novel developed drill bit in deep rocks[J]. Journal of Central South University, 2020, 27(10): 2822-2833.
(38) Jin-shuai Zhao, Quan Jiang, Shu-feng Pei, Bing-rui Chen, Ding-ping Xu, Lei-bo Song. Microseismicity and focal mechanism of blasting-induced block falling of intersecting chamber of large underground cavern under high geostress[J]. Journal of Central South University, 2023, 30: 542-554 .
(39) Fei Yan, Quan Jiang, Shao-jun Li, Peng-zhi Pan, Ding-ping Xu, Jia-xin Zhang, Bo Fan. A dual singular hybrid boundary node method based on origin singular intensity factor[J]. Engineering Analysis with Boundary Elements, 2020, 115: 64-71.
(40) Yue-lin Xia, Xia-ting Feng, Cheng-xiang Yang, Shao-jun Li, Quan Jiang, Ding-ping Xu, Rui Kong. Mechanism of excavation-induced cracking of the protective layer of a rock bench in a large underground powerhouse under high tectonic stress[J]. Engineering Geology, 2023, 312: 106951.
(41) Quan Jiang, Fei Yan, Jia-yao Wu, Qi-xiang Fan, Shao-jun Li, Ding-ping Xu. Grading opening and shearing deformation of deep outward-dip shear belts inside high slope: A case study[J]. Engineering Geology, 2019, 250: 113-129.
(42) Shu-qian Duan, Quan Jiang, Guo-feng Liu, Jie-cheng Xiong, Po Gao, Ding-ping Xu, Ming-Yu Li. An insight into the excavation-induced stress paths on mechanical response of weak interlayer zone in underground cavern under high geostress[J]. Rock Mechanics and Rock Engineering, 2021, 54: 1331-1354.
(43) Fei Yan, Hao-ran Yang, Quan Jiang, Shao-jun Li, Ding-ping Xu, Zhi-dan Tang. Numerical simulation for T-stress for complex multiple branching and intersecting cracks based on contunuous-discontinuous cellular automaton. Theoretical and Applied Fracture Mechanics, 2022, 118: 103234.
(44) Fei Yan, Hao-ran Yang, Quan Jiang, Shao-jun Li, Ding-ping Xu, Zhi-dan Tang. Continuous-discontinuous cellular automaton method for intersecting and branching crack problems[J]. Engineering Fracture Mechanics, 2022, 262: 108272.
(45) Quan Jiang, Mei-zhu Zhang, Yan Fei, Guo-shao Su, Xia-ting Feng, Ding-ping Xu, Guangliang Feng. Effect of initial minimum principal stress and unloading rate on the spalling and rockburst of marble: A true triaxial experiment investigation[J]. Bulletin of Engineering Geology and the Environment, 2021, 80: 1617-1634.
(46) 徐鼎平, 江权, 李邵军, 柳秀洋, 黄书岭, 邱士利, 丰光亮, 郑虹. 地下洞室围岩整体稳定性定量评估的方法、云系统与工程实践[J]. 岩石力学与工程学报, 2022, 41(11): 2186-2198.
(47) 徐鼎平, 郭广涛, 夏跃林, 柳秀洋, 江权, 李邵军, 李治国. 高应力强卸荷下双江口花岗岩岩爆中间主应力效应宏细观试验研究[J]. 岩土力学, 2021, 42(9): 2375-2386.
(48) 徐鼎平, 柳秀洋, 徐怀胜, 江权, 李邵军, 李永红, 王观琪. 深埋花岗岩细观力学特性纳米压痕试验及参数均质化研究[J]. 中南大学学报(自然科学版), 2021, 52(8): 2761-2771.
(49) 赵军, 郭广涛, 徐鼎平*, 黄翔, 胡偲, 夏跃林, 张頔. 三轴及循环加卸载应力路径下深埋硬岩变形破坏特征试验研究[J]. 岩土力学, 2020, 41(5): 1-10. (F5000领跑者顶尖学术论文)
(50) 徐鼎平, 冯夏庭, 崔玉军, 江权, 周辉. 含层间错动带岩体的破坏模式及其剪切力学特性研究方法探讨[J]. 岩土力学, 2012, 33(1): 129-136.
(51) 徐鼎平, 冯夏庭, 崔玉军, 江权, 江亚丽, 黄可. 白鹤滩水电站层间错动带的剪切力学特性[J]. 岩石力学与工程学报, 2012, 31(s1): 2692-2703.
(52) 徐鼎平, 朱大鹏.太和铁矿西端帮冰碛土边坡稳定性分析方法研究[J]. 岩石力学与工程学报, 2008, 27(s2): 3335-3340.
(53) 徐鼎平, 汪斌, 江龙剑. 冰碛土三轴数值模拟试验方法探讨[J]. 岩土力学, 2008, 29(12): 3466-3470.
(54) 陈东方, 王梦柯, 徐鼎平*, 叶海旺, 王其洲, 刘建, 向斌. 考虑岩体参数空间变异性的磷矿采空区失稳风险定量评价[J]. 工程科学与技术, 2023, 接收
(55) 张頔, 李邵军, 徐鼎平, 江权, 夏跃林, 李永红, 李治国. 双江口水电站主厂房开挖初期围岩变形破裂与稳定性分析研究[J]. 岩石力学与工程学报, 2021, 40(3): 520-532.
(56) 陈东方, 冯夏庭, 徐鼎平, 江权, 刘国锋, 简崇林. 砂浆锚杆加固效果的等效数值模拟方法研究[J]. 岩土力学, 2015, 36(4): 1195-1204.
(57) 周扬一, 冯夏庭, 徐鼎平, 陈东方, 李帅军. 受弯条件下薄层灰岩的力学响应行为试验研究[J]. 岩土力学, 2016, 37(7): 1895-1902+1985.
(58) 周扬一, 冯夏庭, 徐鼎平, 李帅军, 陈东方.含不同胶结充填物的碳酸盐岩层面剪切力学特性试验研究[J]. 岩石力学与工程学报, 2016, 35(6): 1161-1172.
(59) 周扬一, 冯夏庭, 徐鼎平, 贺明武. 大型地下厂房块体稳定性简便分析方法研究[J]. 岩土力学, 2016, 37(8): 2391-2398.
(60) 李帅军, 冯夏庭, 徐鼎平, 江权, 周扬一. 天然和饱水状态B类角砾岩的力学性质及其对地下厂房稳定性的影响[J]. 岩石力学与工程学报, 2016, 35(8): 1530-1542.
(61) 江权, 冯夏庭, 徐鼎平, 赵阳, 黄可, 江亚丽. 基于围岩片帮形迹的宏观地应力估计方法探讨[J]. 岩土力学, 2010, 32 (5): 1452-1459.
(62) 李帅军, 冯夏庭, 徐鼎平, 江权, 刘国锋, 樊义林. 白鹤滩水电站主厂房第Ⅰ层开挖期围岩变形规律与机制研究[J]. 岩石力学与工程学报, 2016, 38(A02): 3947-3959.
(63) 史存鹏,冯夏庭, 江权, 徐鼎平. 白鹤滩层间错动带微结构特性及其化学改性初探[J]. 岩土力学, 2013,34(5): 1287-1292.
(64) 段淑倩, 冯夏庭, 江权, 徐鼎平, 徐鸿. 不同先期固结压力下的错动带力学特性研究[J]. 岩土力学, 2017, 37(1) : 1-13.
(65) 段淑倩, 冯夏庭, 江权, 徐鼎平, 徐鸿. 高应力条件下错动带加卸荷力学特性试验研究[J]. 岩石力学与工程学报, 2016, 35(6): 1090-1101.
(66) 马行东, 李鹏, 郭松峰, 徐鼎平, 黎昌有. 双江口电站超高应力区地下厂房岩爆空间特性规律研究[J]. 岩石力学与工程学报, 2023, 42(s1): 3141-3150.
(67) 段淑倩, 冯夏庭, 江权, 刘国锋, 徐鼎平, 姚志宾, 樊义林, 王鹏飞. 高地应力下白鹤滩地下洞室群含错动带岩体破坏模式及机制研究[J]. 岩石力学与工程学报, 2017, 36(4): 852-864.
(68) 刘国锋, 冯坤, 晏长根, 丰光亮, 徐鼎平, 周迟. 考虑力学参数不确定性的岩质边坡开挖卸荷响应概率评价[J]. 岩土力学, 2023, 44(7): 2115-2128.
(69) 段淑倩, 高坡, 江权, 周扬一, 徐鼎平. 高地应力卸荷条件下错动带塑性变形规律与硬化特征描述[J]. 岩土力学, 2022, 43(1): 97-109.
(70) 江权, 冯夏庭, 周辉, 赵阳, 徐鼎平, 黄可, 江亚丽. 层间错动带的强度参数取值探讨[J]. 岩土力学, 2011, 32(11): 3379-3385.
(71) 贺明武, 彭吉银, 王义峰, 周扬一, 江权, 徐鼎平. 乌东德水电站左岸地下厂房区角砾岩地质力学特性及其工程防治实践[J]. 岩土力学, 2014, 35(4): 1063-1068.
(72) 刘国锋, 杜程浩, 丰光亮, 晏长根, 李胜峰, 徐鼎平. 基于大样本不完整数据集的岩爆致因分析及预测模型[J]. 地球科学, 2023, 48(5): 1755-1768.
(73) Quan Jiang, Xia-ting Feng, Ding-ping Xu, Cun-peng Shi. Relationship between rock stress and failure of underground cavern’s wall rock at river valley with 'V' shape[C]//5th International Symposium on In-situ Rock Stress (ISRSV), August, 2010, Beijing, China, 249-254.
(74) Xiaochun Li, Lu Shi, Yinxiang Cui, Xia-ting Feng, Ding-ping Xu. Design method of open-pit slopes in China: Progress and demonstration[C]//ISRM International Symposium on Rock Mechanics 2009, SINOROCK 2009. 2-s2.0-85055043364
(75) Dong-fang Chen, Xia-ting Feng, Cheng-xiangYang, Bing-ruiChen, Shi-li Qiu, Ding-ping Xu. Neural Network Estimation of Rockburst Damage Severity Based on Engineering Cases[C]// Rock Characterization, Modelling and Engineering Design Methods-Proceedings of the 3rd ISRM SINOROCK 2013 Symposium. 2013, 457-462.
(76) Quan Jiang, Ding-ping Xu, Jin-shuai Zhao, Shao-jun Li, Wei Wang, Jian Xu. Stress-induced cracking performance of hard basalt in a large underground cavern based on multi-information observation[J]. IOP Conference Series: Earth and Environmental Science, 2020, 570(4): 042007.
(77) Dong-fang Chen, Chao-xiang Li, Guo-shao Su, Ding-ping Xu, Zhi-gang Yan, Shao-jun Li, Ming-zhao Liu. Study on supporting time of tunnel lining in thin-layered rock mass[J]. IOP Conference Series: Earth and Environmental Science, 2021, 861(4): 042022.
(78) Dongfang Chen, Mingzhao Liu, Shaojun Li, Ding-ping Xu, Zhigang Yan, Guoshao Su, Chaoxiang Li. Quantitative risk analysis of tunnel instability in layered rock mass considering the spatial variability of elastic modulus[J]. IOP Conference Series: Earth and Environmental Science, 2021, 861(4): 042009.
(79) 徐鼎平. 某露天铁矿冰碛土台阶边坡可靠性分析[J]. 岩土工程技术, 2007,21(1): 11-14.
(80) 徐鼎平, 汪斌, 江龙剑, 祝玉学. 太和铁矿冰碛土体的抗剪强度预测模型[J].矿冶工程, 2007, 27 (6): 8-10.
(81) 徐鼎平, 汪斌, 江龙剑. 模拟冰碛土结构的元胞自动机模型[J].金属矿山, 2007, (1): 62-65.
(82) Xiu-li Ding, Ding-ping Xu*, Shu-ling Huang, Quan-gang Lv, Shao-jun Li, Xiang Huang. Grain-based model for the simulation of time-dependent mechanical behavior of brittle rock in deep underground cavern-Part Ⅰ. Model and parameter calibration[C]// The 1st International Conference on Exploration and Utilization of Underground Space (EUUS2019), Nov. 15-18, 2019, Wuhan.
(83) Xiu-li Ding, Ding-ping Xu*, Shu-ling Huang, Quan-gang Lv, Shao-jun Li, Xiang Huang. Grain-based modeling study of time-dependent mechanical behavior of brittle rocks in deep underground caverns—Part Ⅱ. Mesoscopic evolution mechanism[C]// The 1st International Conference on Exploration and Utilization of Underground Space (EUUS2019), Nov. 15-18, 2019, Wuhan.
(84) Yang-yi Zhou, Xia-ting Feng, Ding-ping Xu, Qi-xiang Fan, Dong-fang Chen. Numerical simulations on the stability of underground caverns in layered rock mass using an enhanced ubiquitous-joint model[C]//15th International Conference of the International Association for Computer Methods and Advances in Geomechanics, Oct. 18-22, 2017, Wuhan.
著作
标准
(1) 徐鼎平(2/36). 中国岩石力学与工程学会团体标准: 地下洞室围岩稳定性评估方法(T/CSRME 026-2022). 北京: 中国标准出版社, 2022.
(2) 徐鼎平(8/36). 中国岩石力学与工程学会团体标准: 岩体结构面粗糙度非接触测量技术(T/CSRME 025-2022). 北京: 中国标准出版社, 2022.
(3) 徐鼎平(7/30). 中国岩石力学与工程学会团体标准: 地下洞室岩石工程设计指南(T/CSRME 037-2024). 北京: 中国标准出版社, 2024.
(4) 徐鼎平(18/24). 中国岩石力学与工程学会团体标准: 岩石隧道工程信息模型 第2部分: 地质数据标准 (T/CSRME 021.2-2023). 北京: 中国标准出版社, 2023.
(5) 徐鼎平(18/24). 中国岩石力学与工程学会团体标准: 岩石隧道工程信息模型 第3部分: 结构数据标准 (T/CSRME 021.3-2023). 北京: 中国标准出版社, 2023.
科研活动
科研项目
( 2 ) 软硬互层岩体组构效应及协同机制的等效模型研究, 负责人, 其他国际合作项目, 2013-10--2015-10
( 3 ) 错动带影响下特大型洞室群变形破坏机制与分析方法, 参与, 国家任务, 2013-01--2017-12
( 4 ) 裂隙化围岩的时效劣化力学特性及其在地下工程应用研究, 参与, 国家任务, 2012-01--2015-12
( 5 ) 开挖卸荷下陡倾薄层脆性岩体的碎裂机制研究, 负责人, 其他国际合作项目, 2017-01--2019-12
( 6 ) 乌东德地下电站洞室群施工期围岩稳定动态反馈分析与风险评估, 负责人, 境内委托项目, 2013-08--2017-12
( 7 ) 双江口水电站极高地应力区大跨度地下洞室群围岩稳定反馈分析与安全评价, 负责人, 境内委托项目, 2018-07--2024-12
( 8 ) 大型建筑深基坑信息化施工与可视化管理的成套技术, 负责人, 境内委托项目, 2017-12--2019-12
( 9 ) 高应力地下洞室群硬岩时效破裂演化机制与多尺度耦合分析方法研究, 负责人, 国家任务, 2020-01--2023-12
( 10 ) 双江口水电站洞式溢洪道复杂地质段围岩稳定分析与加固措施研究, 负责人, 境内委托项目, 2019-09--2021-06
( 11 ) 高应力洞室开挖卸荷诱发断层局域活化的微生物诱导矿化阻断机制研究, 负责人, 国家任务, 2023-01--2026-12
( 12 ) 云南省怒江州云龙至泸水高速公路特大桥及特长隧道技术专题大变形与岩爆研究, 负责人, 境内委托项目, 2023-01--2023-06
( 13 ) 有限地应力测试数据下的抽水蓄能电站三维初始地应力场反演方法研究, 负责人, 境内委托项目, 2023-08--2025-12
参与会议
(2)近深切河谷大型地下洞室群初始应力场研究:以双江口水电站为例 第十届全国青年岩土与工程会议 徐鼎平 2019-11-10
(3)识别高应力地下洞室围岩松动圈的弹模裂化指标 第十次青年工程地质论坛 徐鼎平 2018-09-07
学术期刊审稿
合作情况
项目协作单位
(1)中国长江三峡集团公司
(2)中国三峡建工(集团)有限公司
(3)中国电建集团成都勘测设计研究院有限公司
(4)中国电建集团华东勘测设计研究院有限公司
(5)中国电建集团中南勘测设计研究院有限公司
(6)中铁第一勘察设计院集团有限公司
(7)中钢集团马鞍山矿山研究总院股份有限公司
(8)中交公路规划设计院有限公司
(9)中交第二公路勘察设计研究院有限司
(10)湖北省交通规划设计院股份有限公司
(11)中国水利水电第六工程局有限公司
(12)中国水利水电第七工程局成都水电建设工程有限公司
(13)安徽省路桥工程集团有限责任公司
(14)山东电力工程咨询院有限公司
指导学生
已指导学生
黄翔 博士研究生 081401-岩土工程
现指导学生
柳秀洋 博士研究生 081400-土木工程
徐怀胜 博士研究生 081400-土木工程
张胜 硕士研究生 085900-土木水利
莫文强 博士研究生 081400-土木工程