[1] 201009-201306 武汉大学 博士研究生

[2] 200809-201006 武汉大学 硕士研究生

[3] 200409-200806 武汉大学 大学本科

[4] 200809-201006 武汉大学 硕士研究生

[5] 200409-200806 武汉大学 本科

[6] *-201306 武汉大学 博士研究生

穿堤建筑物渗漏破坏机理及监测预警技术研究

婺源智慧公路边坡监测的应用项目研究技术服务

高安市11座中型水闸安全鉴定技术服务

袁惠渠灌区续建配套与现代化改造中渠道生态护坡的应用

水库运行期消落带岩质边坡长期稳定性演化机理与渐进破坏过程模拟

碱化竹筋混凝土锚杆在矿山边坡修复中的技术研究

复杂应力作用下干热岩渗流传热演化机理与热开采过程模拟

应力作用下三维岩石渗透特性演化机制及数值模拟

水力耦合作用下致密页岩开裂机理及数值模型研究

岩石结构面的宏细观剪切机制、形貌定量表征和剪切强度评价

涉水岩质边坡长期稳定性演化规律与致灾机理

滑坡主要特征要素神经网络判识计算模型研究

原地浸矿工艺的适用性评价和可控堆浸工艺流场调控

库水位升降条件下水库边坡蠕变失稳机制与多尺度效应

干湿循环作用下水库边坡蠕变失稳机制与多尺度效应

干热岩水压致裂过程中的热-水-力耦合机理

[1]      Chi Yao, Chen He, Qinghui Jiang, Jianfu Shao, Chuangbing Zhou. A modified rigid-body-spring method for modeling damage and failure of brittle rocks subjected to triaxial compression[J]. Computers and Geotechnics, 2022, 152: 105046

[2]      He C, Yao C*, Jiang Q, Zhou C. A new semi-analytical method for estimation of anisotropic hydraulic conductivity of three-dimensional fractured rock masses[J]. Journal of Hydrology, 2022, 128056.

[3]      Zhang X, Zhu X, Yao C*, et al. Investigation on the Shear Behavior of Rough Rock Joints Prepared by Three-Dimensional Engraving Technique[J]. JOURNAL OF TESTING AND EVALUATION, 2022, 50(3): 1425-1440.

[4]      Huang F, Yan J, Fan X, Yao C*, et al. Uncertainty pattern in landslide susceptibility prediction modelling: Effects of different landslide boundaries and spatial shape expressions[J]. Geoscience Frontiers, 2022, 13(2): 101317.

[5]      Yao C, Wu L, Yang J*, et al. Influences of Tailings Particle Size on Overtopping Tailings Dam Failures[J]. Mine Water and the Environment, 2021, 40(1): 174-188.

[6]      Yao C, Shao YL, Yang JH*, Huang F, He C, Jiang QH, Zhou CB. Effects of non-darcy flow on heat-flow coupling process in complex fractured rock masses. Journal of Natural Gas Science and Engineering. 2020, 83, 103536

[7]      Yao C, Shao YL, Yang J*, et al. Effects of fracture density, roughness, and percolation of fracture network on heat-flow coupling in hot rock masses with embedded three-dimensional fracture network[J]. Geothermics, 2020, 87: 101846.

[8]      Zhang X, Chen H, Yao C*, et al. Seepage Characteristics of Triaxial Compression-Induced Fractured Rocks under Varying Confining Pressures[J]. International Journal of Geomechanics, 2020, 20(9): 04020160.

[9]      Jianhua Yang, Jiyong Cai, Chi Yao*（通讯作者）, et al. Discussion on blasting vibration monitoring for rock damage control in rock slope excavation[J]. Earthquake Engineering and Engineering Vibration, 2022, 21(1): 53-65.

[10]   Huang F, Yao C*（通讯作者）, Yang J, et al. Connectivity evaluation of fracture networks considering the correlation between trace length and aperture[J]. Applied Mathematical Modelling, 2020, 88: 870-887.

[11]   Huang F, Chen J, Yao C*（通讯作者）, et al. SUSLE: a slope and seasonal rainfall-based RUSLE model for regional quantitative prediction of soil erosion[J]. Bulletin of Engineering Geology and the Environment, 2020, 79, 5213–5228.