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铁路路堑高边坡稳定性分析和设计方案优化

孙宏伟

铁道标准设计Issue(1):26-29,4.
铁道标准设计Issue(1):26-29,4.

铁路路堑高边坡稳定性分析和设计方案优化

Stability Analysis and Design Scheme Optimization for High Slope of Cutting in Railway

孙宏伟1

作者信息

  • 1. 铁道第三勘察设计院集团有限公司,天津300251
  • 折叠

摘要

Abstract

Basic design principles of the slope shape and rate in high slope are introduced and the method and model of stability analysis adapted to rock or non-rock slope are discussed. On the basis of an actual project example and the study of strength index selection, model establishment, slope stability analysis and design scheme optimization, etc. , a set of systematic and complete analysis method about deep cutting and high slope problems in railway project are proposed so as to provide a certain mirror to deal with similar issues in future railway projects.

关键词

铁路路堑/稳定性分析/计算指标/边坡平台宽度/Bishop法/Janbu法

Key words

cutting in railway/ stability analysis/ parameters/ slope bench width/ Bishop method/ Janbu method

分类

交通工程

引用本文复制引用

孙宏伟..铁路路堑高边坡稳定性分析和设计方案优化[J].铁道标准设计,2012,(1):26-29,4.

铁道标准设计

OA北大核心CSTPCD

1004-2954

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