基于模型试验的挡土墙后EPS板减压性能研究
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作者单位:

华中科技大学

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中图分类号:

TU432

基金项目:

国家重点研发计划(No. 2016YFC0800200);国家自然科学基金项目(No. 51678267,51878313,51808243)


Study on decompression performance of EPS geofoam behind retaining walls based on model test
Author:
Affiliation:

Huazhong University of Science and Technology

Fund Project:

National Key Research and Development Program Funding (No. 2016YFC0800200); National Natural Science Foundation of China (No. 51678267,51878313,51808243)

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    摘要:

    通过室内挡土墙模型箱试验,对铺设不同弹性模量以及不同厚度的EPS板的各工况下墙背土压力分布规律及EPS板的减压性能进行了研究,并通过FLAC3D建立有限差分数值模型对不同压缩量情况下土压力分布规律进行了分析.研究结果表明:EPS板能有效地减小挡土墙墙后土压力;EPS板的弹性模量越小,厚度越大,墙后填土表面的外荷载越大,EPS板的减压效果越明显;EPS板厚增加到一定程度后,EPS板的减压效果不会再有明显提升,EPS板厚达到0.1倍墙高即可获得最佳减压效果.

    Abstract:

    Through the retaining wall test in laboratory, the lateral earth pressure distribution and the decompression performance of EPS with different EPS elastic modulus and different EPS thickness were studied.The influence of compression value of EPS board on the lateral earth pressure on retaining wall was also analyzed by FLAC3D numerical modeling.The research results show that the EPS board can effectively reduce the earth pressure behind the retaining wall; the smaller the elastic modulus of the EPS board, the larger the thickness, the larger the external load on the surface of the backfill wall, and the more obvious the decompression effect of the EPS board; After the EPS board thickness increases to a certain extent, the decompression effect of the EPS board will not increase significantly.In actual engineering applications, the EPS board thickness reaches 0.1 times the wall height to obtain the best decompression effect.

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  • 收稿日期:2020-03-05
  • 最后修改日期:2020-03-15
  • 录用日期:2020-04-07
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