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湿陷性黄土夯实效果评价及模拟分析
引用本文:张险峰,刘明亮,朱东良.湿陷性黄土夯实效果评价及模拟分析[J].河南科学,2014(6):1064-1068.
作者姓名:张险峰  刘明亮  朱东良
作者单位:[1]河南省电力勘测设计院,郑州450007 [2]河南省地矿局第二地质环境调查院,郑州450001
摘    要:以洛阳华润热电新建电厂工程为背景,开展了湿陷性黄土的强夯试验,探讨了强夯处理黄土湿陷性的效果.同时建立强夯的三维动力分析有限元模型,对黄土强夯效果的影响因素进行了分析.分析结果表明:采用强夯工法能很好地消除黄土的湿陷性;强夯能级越大,强夯的径向影响范围和竖向影响深度越大;在处理深厚湿陷性黄土时,相同能级条件下宜采用半径较小的夯锤.

关 键 词:湿陷性  黄土  夯实

The Compaction Effect Evaluation and Simulation Analysis for Collapsible Loess
Zhang Xianfeng,Liu Mingliang,Zhu Dongliang.The Compaction Effect Evaluation and Simulation Analysis for Collapsible Loess[J].Henan Science,2014(6):1064-1068.
Authors:Zhang Xianfeng  Liu Mingliang  Zhu Dongliang
Institution:1. Henan Electric Power Survey & Design Institute, Zhengzhou 450007, China; 2. The Second Institute of Geo-Environment Survey of Henan, Zhengzhou 450001, China)
Abstract:In this paper,the compaction tests for collapsible loess were conducted and the improvement effect of compaction was discussed in Huarun power plant at Luoyang. Finally,the influence factors of compaction was analyzed based on 3D dynamic FEM model. The analysis results show that:the collapsible of loess is eliminated by compaction primely;the higher the compaction energy is,the larger the radial and vertical influence area is;under the same compaction energy,the hammer with smaller radius is more suitable in the treatment of deep collapsible loess.
Keywords:collapsibility  loess  compaction
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