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2024-07-16 12:56| 来源: 网络整理| 查看: 265

1、Qi Zhang, Yuechao Pei, Xiaojun Wang, Xiaojun Li, Yixin Shen. Probabilistic prediction on three-dimensional roughness of discontinuity based on two-dimensional traces under rock tunnel excavation based on Bayesian theory. Underground Space, 2024, 14, 338~356.

2、Qi Zhang, Xianbin Huang, Xiaokang Guo, Ning Wang, Guozhu Zhang, Yuechao Pei. Probabilistic characterisation of rock mass deformation modulus from P-wave velocity based on information criteria. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 2024, 18(2): 317~332.

3、Qi Zhang, Huiyuan Deng, Wenjie Yi, Guoliang Dai, Hongjiang Li, Xiaokang Guo. Study on uplift mechanism of grouted implantation steel pipe pile by direct shear and model tests. Soils and Foundations, 2024, 64(3): 101459.

4、Qi Zhang, Xiaojun Wang, Hehua Zhu, Wuqiang Cai, Xiaojun Li. Estimation of three-dimensional diameter distributions of multiple fracture sets clustered by a multi-level clustering method. Acta Geotechnica, 2023, 18, 4429~4452.

5、Qi Zhang, Chenhao Zhang, Yifeng Lin, Yuanhai Li, Yixin Shen, Yuechao Pei. Experimental study on deterioration of bedrock strength and P-wave velocity by pressurized seawater.Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 2023, 9, 121.

6、Qi Zhang, Xiaojun Wang, Hehua Zhu, Keshen Zhang, Xiaojun Li. Mixture distribution model for three-dimensional geometric attributes of multiple discontinuity sets based on trace data of rock mass. Engineering Geology, 2022, 311: 106915.

7、Qi Zhang, Xiaojun Wang, Lei He, Longgang Tian. Estimation of fracture orientation distributions from a sampling window based on geometric probabilistic method. Rock Mechanics and Rock Engineering, 2021, 54(6): 3051~3075.

8、Qi Zhang, Xianbin Huang, Hehua Zhu, Jianchun Li. Quantitative assessments of the correlations between rock mass rating (RMR) and geological strength index (GSI). Tunnelling and Underground Space Technology, 2019, 83: 73~81.

9、Hehua Zhu, Qi Zhang (C. A.), Boqi Huang, Lianyang Zhang. A constitutive model based on the modified generalized three-dimensional Hoek-Brown strength criterion. International Journal of Rock Mechanics & Mining Sciences, 2017, 98: 78~87.

10、Qi Zhang, Hehua Zhu, Lianyang Zhang. Studying the effect of non-spherical micro-particles on Hoek-Brown strength parameter mi using numerical true triaxial compressive tests. International Journal for Numerical and Analytical Methods in Geomechanics, 2015, 39(1): 96~114.

11、Qi Zhang, Hehua Zhu, Lianyang Zhang. Modification of a generalized three-dimensional Hoek-Brown strength criterion. International Journal of Rock Mechanics & Mining Sciences, 2013, 59: 80~96.

12、Qi Zhang, Hehua Zhu, Lianyang Zhang, Xiaobin Ding. Study of scale effect on intact rock strength using particle flow modeling. International Journal of Rock Mechanics and Mining Sciences, 2011, 48(8): 1320~1328.

13、张琦,朱合华,黄贤斌,李晓军,戴国亮. 基于Mamdani模糊推理的山岭隧道围岩RMR14分级,岩土工程学报,2017,39(11):2116~2124.

14、张琦,徐江,戴国亮,秦伟,白鹏宇. 马普托大桥南锚碇工程半成岩力学特性试验研究,岩石力学与工程学报,2017,36(10):2484~2491.

15、朱合华,张琦,章连洋. Hoek-Brown强度准则研究进展与应用综述,岩石力学与工程学报,2013,32(10):1945~1963.

16、张琦. 广义三维非线性岩体强度准则与应用. 南京:东南大学出版社,2023.

17、张琦,李晓军. 隧道及地下工程信息化技术与应用. 北京:机械工业出版社,2023.

18、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1部分:分类与编码标准(主编);第2部分:地质数据标准(参编)》,2023.



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