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1“..., which are often not available for most rock engineering projects. As a result, the correlation between c...”
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2“...The rock and soil aggregate (RSA) is a special inhomogeneous multiphase geomaterial. It is crucial...”
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3“...The deformation of tunnel surrounding rock is the key factor to analyze the stability...”
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4“...For rock engineering in cold regions, the naturally fractured rock is susceptible to repeated...”
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5“... evolution characteristics of flawed rocks using a self-developed frost heaving force (FHF) measurement...”
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6by Guozhu Wang, Yu Wang, Lei Song, Hao Shi, Mingwei Zhang, Guotao Yuan, Qiangguo Xu, Guangda Xu, Weiqian Zhang, Jianjun GaoSubjects: “...layered composite rock-like sample...”
Published 2021-06-01
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7by Junhui Luo, Yong Wu, Decai Mi, Qiongyao Ye, Haifeng Huang, Zhenchao Chang, Qinglin Chen, Tao Zhang, Guanhua Sun, Xueheng Wang, Yu Wang, Xianlin Liu“...Advances in Civil Engineering...”
Published 2020-01-01
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8by Yu Wang, Huajian Wang, Xiaolong Zhou, Xuefeng Yi, Yonggang Xiao, Xiaoming WeiSubjects: “...cemented waste rock-tailings backfill (CWRTB)...”
Published 2019-01-01
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10by Wei Liao, Guoliang Liu, Ruhe Chen, Junchang Sun, Shijie Zhang, Yu Wang, Xianshan LiuSubjects: “...Integrity of cap rocks...”
Published 2021-08-01
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13by Yongyue Hu, Jingjie Zhang, Changhong Li, Zhengyang Song, Yonggang Xiao, Yu Wang“...Advances in Materials Science and Engineering...”
Published 2021-01-01
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14“... freeze-thaw (F-T) weathering in cold regions, which can lead to the instability of rock engineering...”
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15“... is a determining factor for rock engineering and rock structures in cold regions. In this work, taking...”
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16“... the stability of rock mass. In this work, the response surface method (RSM) was employed to evaluate...”
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17“...Naturally fractured rock mass is susceptible to stress disturbance and could result...”
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18“.... In this study, combined with a specific engineering example, the mining stress distribution characteristics...”
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19“... and various heights) with staggered rock block percentages (RBPs) (30, 40, 50, and 60%, by mass) were prepared...”
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20“... with rock block percentage (RBP) of 30%, 50%, and 70% were produced as a cylindrical shape (50 mm diameter...”
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