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黄河小浪底斜坡变形的“反迭瓦”式构造机制研究

王宝军 李清波 王勇强   

  1. [1]南京大学地球科学系 [2]黄河水利委员会勘测设计研究所
  • 收稿日期:1999-03-20 修回日期:1999-03-20 出版日期:1999-03-20 发布日期:1999-03-20

STUDY OF MECHANISMS OF THE “OVER-COVERED TILES” STRUCTURE IN SLOPE DEF0RMATI0N OF XIAO LANGDI OF YELLOW RIVER

WANG Bao-jun1, CHEN Zheng-zhou, Li Qin-bo2, Wang Yong-qiang   

  1. 1. Department of Earth Sciences, Nanjing University, Nanjing, 210093; 2. Reconnaissance, Planning, Design and Research Institute of Yellow River Conservancy Commission
  • Received:1999-03-20 Revised:1999-03-20 Online:1999-03-20 Published:1999-03-20

摘要: 针对小浪底地区斜坡中普遍发育的“返迭瓦”式构造,结合该区的工程地质条件,对其成因机制进行分析。提出了“反迭瓦”式构造的形成是由于边坡蠕变形的结果,并非造成滑坡的原因。

Abstract: Based on the engineering geological conditions,the forming mechanism of the “over-covered tikes” structure,widely developed in the Xiao Langdi area of Yellow River,has been analyzed with the methods of mechanics and geology.The results of this study suggest that the relationship between this peculiar structure and landslide could be summarized as follows: 1. Instead of being the cause of landslide.the “over-covered tiles” structure in the Xiao Langdi area is the result of long-term slope creeping caused by slope deformation. 2.The structure in this area wan formed under such engineering geological conditions as interlacing of soft and hard rock stratum,long term creping deformation of slope. 3.Since the “over-covered tiles” structure is a phenomenon caused by long-term creeping deformation of slope in the course of landslide deformation,it could be used to predict and analyze the forming mechanics of landslide.In other areas where this structure is developed,if their engineering geological and hydraulic geological conditions are similar to those in the Xiao Langdi area,the possibility of creeping landslide should be considered.