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浏览/检索结果: 共94条，第1-10条 帮助 限定条件 发表日期：2015    专题：山东大学    第一署名单位    第一作者单位    通讯作者单位     已选(0)清除 条数/页：5101520253035404550556065707580859095100   排序方式：请选择作者升序作者降序题名升序题名降序发表日期升序发表日期降序提交时间升序提交时间降序 Mechanism of formation of sliding ground fissure in loess hilly areas caused by underground mining 期刊论文 矿业科学技术学报, 2015, 卷号: 25, 期号: 4, 页码: 553-558 作者:  Liu Hui;  Deng Kazhong;  Lei Shaogang;  Bian Zhengfu 收藏  |  浏览/下载：3/0  |  提交时间：2019/12/17 Circular sliding  Landslide stability  Loess hilly area  Mechanical model  Slice method  Sliding ground fissure   Experiment and application research on alkali-activated geopolymer two-component grouting material 期刊论文 Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2015, 卷号: 34, 页码: 4418-4425 作者:  Wang, Jian;  Zhang, Lewen;  Feng, Xiao;  Zhao, Shaolong;  Wang, Hongbo 收藏  |  浏览/下载：9/0  |  提交时间：2019/12/17 Alkali-activated geopolymer  Building materials  Field test  Grouting material  Size performance   Study of large deformation and support measures of daliang tunnel with soft surrounding rockmass 期刊论文 Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2015, 卷号: 34, 页码: 4149-4156 作者:  Dai, Yonghao;  Chen, Weizhong;  Tian, Hongming;  Yang, Jianping;  Meng, Xiangjun 收藏  |  浏览/下载：2/0  |  提交时间：2019/12/17 FEM inversion  High geostress  Large deformation  Soft rock  Support measure  Tunnelling engineering   Analysis on Response of a Single Pile Subjected to Tension Load Using a Softening Model and a Hyperbolic Model 期刊论文 Marine Georesources & Geotechnology, 2015, 卷号: 33, 期号: 2, 页码: 167-176 作者:  Zhang, Qian-Qing;  Li, Shu-Cai;  Zhang, Qian;  Li, Li-Ping;  Zhang, Bo 收藏  |  浏览/下载：7/0  |  提交时间：2019/12/17 tension pile  softening model  pile-soil relative displacement  skin friction  Hyperbolic model   Failure mechanism analysis of support in three soft coal roadways and its control measures 期刊论文 Electronic Journal of Geotechnical Engineering, 2015, 卷号: 20, 期号: 1, 页码: 177-190 作者:  Jiang, Bei;  Wang, Hong-tao;  Ren, Yao-xi;  Wang, De-chao;  Wang, Qi 收藏  |  浏览/下载：7/0  |  提交时间：2019/12/17 Bolt  Bolt-grouting support  Failure  Roadway  Three-soft coal   New technology for fluid-solid coupling tests of underground engineering and its application in experimental simulation of water inrush in filled-type karst conduit 期刊论文 Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2015, 卷号: 37, 期号: 7, 页码: 1232-1240 作者:  Zhou, Yi;  Li, Shu-Cai;  Li, Li-Ping;  Zhang, Qian-Qing;  Shi, Shao-Shuai 收藏  |  浏览/下载：6/0  |  提交时间：2019/12/17 Filled-type karst conduit  Fluid-solid coupling  Model test technology  Underground engineering  Water inrush   Field monitoring and stability analysis of underground crude oil storage caverns in construction phase 期刊论文 Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2015, 卷号: 37, 期号: 9, 页码: 1710-1720 作者:  Tian, Hao;  Li, Shu-Cai;  Wang, Zhe-Chao;  Xue, Yi-Guo;  Zhou, Yi 收藏  |  浏览/下载：7/0  |  提交时间：2019/12/17 Field monitoring  Rock mass deformation  Stability of surrounding rock  Underground crude oil storage cavern   Analytical model for assessing collapse risk during mountain tunnel construction 期刊论文 Canadian Geotechnical Journal, 2015, 卷号: 53, 期号: 2, 页码: 326-342 作者:  Zhang G.-H.;  Jiao Y.-Y.;  Chen L.-B.;  Wang H.;  Li S.-C. 收藏  |  浏览/下载：2/0  |  提交时间：2019/12/17 Advanced geological prediction  Case-based reasoning  Mountain tunnel  Risk assessment  Rough set   An enriched K-means clustering method for grouping fractures with meliorated initial centers 期刊论文 Arabian journal of geosciences, 2015, 卷号: 8, 期号: 4, 页码: 1881-1893 作者:  Ma, G. W.;  Xu, Z. H.;  Zhang, W.;  Li, S. C. 收藏  |  浏览/下载：3/0  |  提交时间：2019/12/17 Enriched K-means clustering method  Meliorated initial center  Gathering degree  Hierarchical clustering  Fracture grouping   Model tests on curtain grouting in water-rich broken rock mass 期刊论文 Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2015, 卷号: 37, 期号: 9, 页码: 1627-1634 作者:  Zhang, Wei-Jie;  Li, Shu-Cai;  Wei, Jiu-Chuan;  Zhang, Qing-Song;  Zhang, Xiao 收藏  |  浏览/下载：12/0  |  提交时间：2019/12/17 Experiment of curtain grouting  Interface between grouting vein and clay  Physical field characteristic  Water-rich broken rock mass