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西霞院大坝软岩地基处理及分层沉降分析

尚展垒 沈高峰 朱付保

人民黄河2014,Vol.36Issue(4):92-94,3.
人民黄河2014,Vol.36Issue(4):92-94,3.DOI:10.3969/j.issn.1000-1379.2014.04.029

西霞院大坝软岩地基处理及分层沉降分析

Dam soft Rock Foundation Treatment and Layered settlement Analysis

尚展垒 1沈高峰 1朱付保1

作者信息

  • 1. 郑州轻工业学院 计算机与通信工程学院,河南 郑州 450002
  • 折叠

摘要

Abstract

Xixiayuan Project is the second dam built on the soft rock foundation in China. The soft rock foundation has such key issues as lacking basic capacity,poor stability against sliding,great difficulty on anti-seepage and so on. The foundation treatment will determine whether the project is safe or not during the construction period and operation period. This paper summarized the geology of the soft rock foundation of Xixiayuan pro-ject,and discussed the methods of foundation treatment,the layout of safety monitoring instruments and the analysis of the observational data. In addition,the study analyzed the settlement course of the composite foundation by utilizing the method of layered settlement analysis. The results show that the foundation treatment is appropriate. It can provide a new experience on construction of dam and other large water conservancy projects on soft rock foundation.

关键词

软岩地基/复合地基/分层沉降/地基沉降/沉降历程/西霞院工程

Key words

soft rock foundation/composite foundation/layered settlement/foundation settlement/Xixiayuan Project

分类

建筑与水利

引用本文复制引用

尚展垒,沈高峰,朱付保..西霞院大坝软岩地基处理及分层沉降分析[J].人民黄河,2014,36(4):92-94,3.

人民黄河

OA北大核心

1000-1379

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