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浏览/检索结果: 共5条，第1-5条 帮助 限定条件 发表日期：2017     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 Influence of Critical Parameters on the Peak Pullout Resistance of Soil Nails Under Different Testing Conditions 期刊论文 INTERNATIONAL JOURNAL OF GEOSYNTHETICS AND GROUND ENGINEERING, 2017, 卷号: 3 作者:  Hong, Cheng-Yu[1];  Liu, Zi-Xiong[2];  Zhang, Yi-Fan[3];  Zhang, Meng-Xi[4];  Borana, Lalit[5] 收藏  |  浏览/下载：10/0  |  提交时间：2019/04/24 Soil nails  Influencing parameters  Apparent coefficient of friction  Peak pullout resistance  Laboratory and field pullout tests   Influence of critical parameters on the peak pullout resistance of soil nails under 期刊论文 International Journal of Geosynthetics and Ground Engineering, 2017, 卷号: 3, 页码: 1-7 作者:  Cheng-Yu HONG[1];  Yi-Fan ZHANG[2];  Zi-Xiong Liu[3];  Ya-Wen ZHANG[4] 收藏  |  浏览/下载：4/0  |  提交时间：2019/04/24 Bearing capacity of strip foundations in horizontal-vertical reinforced soils 期刊论文 GEOTEXTILES AND GEOMEMBRANES, 2017, 卷号: 45, 页码: 29-34 作者:  Hou, Juan[1];  Zhang, Meng-xi[2];  Dai, Zhi-heng[3];  Li, Jia-zheng[4];  Zeng, Feng-fan[5] 收藏  |  浏览/下载：4/0  |  提交时间：2019/04/24 Geosynthetics  Horizontal-vertical reinforcement  Bearing capacity  Mechanism  Foundations  Analytical model   ENumerical analysis of instrumented mechanically stabilized gabion walls with large vertical reinforcement spacing 期刊论文 GEOTEXTILES AND GEOMEMBRANES, 2017, 卷号: Vol.45 No.4, 页码: 294-306 作者:  Gu, MX;  Collin, JG;  Han, J;  Zhang, Z;  Tanyu, BF 收藏  |  浏览/下载：4/0  |  提交时间：2019/12/31 Geosynthetics  Numerical modelling  Instrumented field walls  Primary reinforcement  Secondary reinforcement  Gabion facing   Numerical analysis of instrumented mechanically stabilized gabion walls with large vertical reinforcement spacing 期刊论文 Geotextiles and Geomembranes, 2017, 卷号: Vol.45 No.4, 页码: 294-306 作者:  Gu, Meixiang;  Collin, James G.;  Han, Jie 收藏  |  浏览/下载：5/0  |  提交时间：2019/12/31 Geosynthetics  Numerical modelling  Instrumented field walls  Primary reinforcement  Secondary reinforcement  Gabion facing