3-D finite element analysis of subsidence on high embankment

Journal of Chongqing Jiaotong University(Natural Science) ›› 2000, Vol. 19 ›› Issue (3): 58-62.

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3-D finite element analysis of subsidence on high embankment

HE Zhao yi¹, ZHOU Hu xin²

1. Department of Highway Engineering, Chongqing Jiaotong Institute, Chongqing 400074, China;
2. Airforce Engineering Design and Research Bureau, Beijing 100077, China

Received:1999-08-31 Revised:1999-11-03 Online:2000-06-19 Published:2016-11-09

高填方路堤填筑体沉降的三维有限元分析

何兆益¹, 周虎鑫²

1. 重庆交通学院路工系, 重庆 400074;
2. 中国人民解放军空军工程设计研究局, 北京 100077

作者简介:何兆益(1965-),男,云南人,重庆交通学院副教授,博士,硕士导师,主要研究领域为路基、路面材料及结构综合分析

Abstract

Abstract: In this paper,the subsidence of high embankment is discussed,3-D Finite element technique is developed and calculation programs are compiled.The results of calculation possess high reliability and precision.Eventually,the calculation results are used for engineering pratice.

Key words: high embankment, subsidence, 3-D finite element

摘要： 针对高路堤填筑体自身沉降问题,本文采用三维有限元技术并编制了程序,计算结果进一步证明其具有较高的可靠性和精度,所提供的分析结果对工程实际具有重要指导作用.

关键词: 高路堤, 沉降, 三维有限元

CLC Number:

U416.1

HE Zhao yi, ZHOU Hu xin. 3-D finite element analysis of subsidence on high embankment[J]. Journal of Chongqing Jiaotong University(Natural Science), 2000, 19(3): 58-62.

何兆益, 周虎鑫. 高填方路堤填筑体沉降的三维有限元分析[J]. 重庆交通大学学报（自然科学版）, 2000, 19(3): 58-62.

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3-D finite element analysis of subsidence on high embankment

高填方路堤填筑体沉降的三维有限元分析

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