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Marc有限元软件在黄土路堤工后沉降预测中的应用

庞旭卿

铁道标准设计Issue(8):35-38,4.
铁道标准设计Issue(8):35-38,4.

Marc有限元软件在黄土路堤工后沉降预测中的应用

Application of FE Software Marc for Prediction of Settlements in Loess Subgrades

庞旭卿1

作者信息

  • 1. 陕西铁路工程职业技术学院,陕西渭南714000
  • 折叠

摘要

Abstract

On an experimental site in wet-collapse loess area, a loess subgrade was compacted. Deformation data of gradual loading and instantaneous loading were measured respectively. It has been concluded that the deformations of gradual loading were larger than those of instantaneous loading and the difference between two values reduced to a fixed number with the increase of vibrating compactions. MSC. Marc is an international advanced nonlinear finite element analysis program based on displacement method. Observation data of settlements after construction was simulated and analysed by the software. The deformations at subgrade center reduced toward two sides and a pot-shaped settlement regulation was observed.

关键词

黄土路堤/振动碾压/预测/工后沉降

Key words

Loess subgrade/ Vibrating compaction/ Prediction/ Settlements after construction

分类

交通工程

引用本文复制引用

庞旭卿..Marc有限元软件在黄土路堤工后沉降预测中的应用[J].铁道标准设计,2011,(8):35-38,4.

基金项目

国家自然科学基金项目(40471023),交通部西部交通建设科技项目(编号:2001 318 361 15) (40471023)

铁道标准设计

OA北大核心CSTPCD

1004-2954

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