| 新滩滑坡后两岸边坡的位移监测及形变趋势 |
| |
| 引用本文： | 况仁杰,曹新菊,赵城,王尚庆,吴定洪.新滩滑坡后两岸边坡的位移监测及形变趋势[J].大地测量与地球动力学,1993(2). |
| |
| 作者姓名： | 况仁杰 曹新菊 赵城 王尚庆 吴定洪 |
| |
| 作者单位： | 国家地震局地震研究所，国家地震局地震研究所，国家地震局地震研究所，湖北省岩崩调查工作处，湖北省岩崩调查工作处 武汉 430071，武汉 430071，武汉 430071，宜昌，宜昌 |
| |
| 摘 要： | 本文介绍新滩滑坡后两岸边坡监测的工作,对边坡变形提出了趋势意见。认为新滩斜坡目前正处于整体稳定下的局部调整阶段,变形缓慢平稳,但要注视广家崖的危岩动态;链子崖仍有趋势性的倾江形变。5—6号缝围成的7万方危岩及江段的5万方危岩体尚有一触即崩之势,须加强监视。
|
| 关 键 词： | 位移监测 变形趋势 链子崖 新滩滑坡 |
DISPLACEMENT MONITORING AND DEFORMATION TREND OF BOTH BANK SLOPES AFTER XINTAN SLIDING |
| |
| Kuang Renjie,Cao Xinju,Zhao Cheng.DISPLACEMENT MONITORING AND DEFORMATION TREND OF BOTH BANK SLOPES AFTER XINTAN SLIDING[J].Journal of Geodesy and Geodynamics,1993(2). |
| |
| Authors: | Kuang Renjie Cao Xinju Zhao Cheng |
| |
| Abstract: | The surveying method of the both bank slopes is presented in the paper. The trend of both bank slopes is discussed, considering that the Xintan slope is at a new load adjustment state under a whole stable situation. However, continuous attention must be paid to the dynamics of dangerous rocks at Guanjiayan and the deformation of inclining to the river at Lianziyan. A seventy thousand cubic me ters dangerous rock surrounded by cracks No. 5 and No. 6, and another fifty thousand cubic meters dangerous rock along the bank may be collapsed at any moment, for which the monitoring should be strengthened. |
| |
| Keywords: | displacement monitoring deformation trend Lianziyan scarp Xintan sliding |
| 本文献已被 CNKI 等数据库收录！ |
|
