高孔隙度煤矸石路基充填过程应力特征研究

IF 0.6 4区 工程技术 Q4 MECHANICS
Bing Hui, Y. Hui, X. Zhang, Wenjun Zhang, Sheng Yan, G. Men
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引用次数: 0

摘要

通过对某煤矸石充填路基地质条件的分析,模拟了煤矸石路基充填过程中的应力特征及沉降变化。得出以下结论:(1)随着煤矸石充填高度的增加,各部位的应力和沉降也会增大。(2)充填过程中,竖向应力为第一主应力,路基中心线处的应力应变为路基的10倍。(3)煤矸石路基不均匀沉降最终稳定值为18.85mm。(4)监测结果表明,煤矸石路基沉降稳定,沉降量小,保证了路基的安全。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on stress characteristics of high-porosity coal gangue subgrade during filling process
By analyzing geological conditions of a coal gangue filling roadbed, stress characteristics and settlement changes during the filling process of the coal gangue roadbed are simulated. The following conclusions are drawn: (1) As height of the coal gangue filling increases, the stress and settlement of each part will also increase. (2) During the filling process, the vertical stress acts as the first principal stress, and the stress and strain at the centerline of the roadbed are 10 times that of the roadbed. (3) The final stable value of uneven settlement of the coal gangue roadbed is 18.85mm. (4) The monitoring results indicate that the settlement of the coal gangue roadbed is stable, and the settlement amount is small ensuring safety of the roadbed.
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来源期刊
CiteScore
1.40
自引率
14.30%
发文量
22
审稿时长
6 months
期刊介绍: The scope of JTAM contains: - solid mechanics - fluid mechanics - fluid structures interactions - stability and vibrations systems - robotic and control systems - mechanics of materials - dynamics of machines, vehicles and flying structures - inteligent systems - nanomechanics - biomechanics - computational mechanics
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