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强夯法加固煤矸石地基动应力模型试验研究

张清峰, 王东权

张清峰, 王东权. 强夯法加固煤矸石地基动应力模型试验研究[J]. 岩土工程学报, 2012, 34(6): 1142-1147.
引用本文: 张清峰, 王东权. 强夯法加固煤矸石地基动应力模型试验研究[J]. 岩土工程学报, 2012, 34(6): 1142-1147.
ZHANG Qing-feng, WANG Dong-quan. Model tests on dynamic stress in colliery wastes improved by dynamic compaction[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(6): 1142-1147.
Citation: ZHANG Qing-feng, WANG Dong-quan. Model tests on dynamic stress in colliery wastes improved by dynamic compaction[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(6): 1142-1147.

强夯法加固煤矸石地基动应力模型试验研究  English Version

详细信息
    作者简介:

    张清峰 (1977 – ),女,江苏沛县人,硕士,讲师,主要从事道路和岩土工程方面的教学科研工作。

  • 中图分类号: TU472

Model tests on dynamic stress in colliery wastes improved by dynamic compaction

  • 摘要: 通过强夯法加固煤矸石地基物理模型试验,用 DH5939 动态应变仪完整地记录了强夯每一击作用下煤矸石地基中的 动应力 ,系统地研究了不同夯击能和夯击次数作用下不同深度煤矸石地基动应力的分布特征及其衰减规律。结果表明,在强夯冲击荷载作用下,动应力为单一的波峰,沿夯锤不同深度的动应力达到峰值具有明显的时滞性。强夯动应力在水平方向的衰减速度比竖直方向快,竖直方向的影响范围比平方向大。在相同的夯击能作用下,动应力峰值随深度衰减很快,近似呈负幂指数规律衰减。另外,对不同的测点,在夯击能一定的条件下,随着夯击次数的增加,有效加固范围内的动应力增加明显,但在 3 ~ 6 击后基本稳定。研究为精确模拟分析强夯加固机理提供了有效途径。
    Abstract: Through physical model tests on colliery wastes improved by dynamic compaction, the dynamic strain gauge DH5939 is used to record the induced dynamic stress. The distribution and rules of the dynamic stress at different depths under different impact loadings and numbers of dynamic compaction are studied. It is shown that the dynamic stress has a single peak, and it has a significant decay to reach the peak under the impact loadings along the depth of the hammer. The decay speed of the horizontal dynamic stress is faster than that of the vertical one, and the range of influence of the vertical dynamic stress is more extensive than that of the horizontal one. The peak value of the dynamic stress attenuates quickly with the depth and similar in an approximate way of negative exponential decay law under the same tamping energy. In addition, for different measuring points , with the increase of compaction number, the dynamic stress tends to be stable after three to six blows. It may provide an efficient way to analyze the mechanism of dynamic compaction.
  • [1] 张庆利 , 渠立权 . 煤矸石山生态复垦研究进展 [J]. 安徽农业科学 , 2009, 37 (3): 1289 – 1291. (ZHANG Qing-li, QU Li-quan. Research progress of ecological reclamation of colliery wastes[J]. Journal of An-hui Agricultural Sciences, 2009, 37 (3): 1289 – 1291. (in Chinese))
    [2] 刘松玉 , 邱 钰 , 童立元 , 等 . 煤矸石的强度特征试验研究 [J]. 岩石力学与工程学报 , 2006, 25 (1): 199 – 205. (LIU Song-yu, QIU Yu, TONG Li-yuan, et al. Experimental study on strength properties of coal wastes[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25 (1): 199 – 205. (in Chinese))
    [3] 刘松玉 , 童立元 , 邱 钰 , 等 . 煤矸石颗粒破碎及其对工程力学特性影响研究 [J]. 岩土工程学报 , 2005, 27 (5): 505 – 510. (LIU Song-yu, TONG Li-yuan, QIU Yu, et al. Crushable effects on engineering mechanical properties of colliery wastes[J]. Chinese Journal of Geotechnical Engineering, 2005, 27 (5): 505 – 510. (in Chinese))
    [4] 刘松玉 , 邱 钰 , 童立元 , 等 . 煤矸石的动力特性试验研究 [J]. 东南大学学报 , 2005, 35 (2): 280 – 283. (LIU Song-yu, QIU Yu, TONG Li-yuan, et al. Experimental research on dynamic properties of coal mining wastes[J]. Journal of Southeast University, 2005, 35 (2): 280 – 283. (in Chinese))
    [5] 吴铭炳 , 王钟琦 . 强夯机理的数值分析 [J]. 工程勘察 , 1989(3): 1 – 5. (WU Ming-bing, WANG Zhong-qi. The numerical analysis of the dynamic consolidation mechanisms[J]. Engineering Reconnaissance, 1989(3): 1 – 5. (in Chinese))
    [6] 孔令伟 , 袁建新 . 强夯作用下成层地基的表面接触应力分布特征 [J]. 力学学报 , 1999, 31 (2): 250 – 256. (KONG Ling-wei, YUAN Jian-xin. Study on surface contact stress distribution properties for multi-layered foundation during dynamic consolidation[J]. Acta Mechanica Sinica, 1999, 31 (2): 250 – 256. (in Chinese))
    [7] 孔令伟 , 袁建新 . 强夯的边界接触应力与沉降特性研究 [J]. 岩土工程学报 , 1998, 20 (2): 86 – 92. (KONG Ling-wei, YUAN Jian-xin. Study on surface contact stress and settlement properties during dynamic consolidation[J]. Chinese Journal of Geotechnical Engineering, 1998, 20 (2): 86 – 92. (in Chinese))
    [8] 宋修广 , 李英勇 , 韩 军 . 强夯法加同地基的多重耦合分析 [J]. 岩土力学 , 2003, 24 (3): 471 – 474. (SONG Xiu-guang, LI Ying-yong, HAN Jun. Multi-coupling analysis of dynamic consolidation method for reinforcing foundations[J]. Rock and Soil Mechanics, 2003, 24 (3): 471 – 474. (in Chinese))
    [9] 蒋 鹏 , 李荣强 , 孔德坊 . 强夯大变形冲击碰撞数值分析 [J]. 岩土工程学报 , 2000, 22 (2): 222 – 226. (JIANG Peng, LI Rong-qiang, KONG De-fang. Numerical analysis of large deformation impact and collision properties during dynamic compaction[J]. Chinese Journal of Geotechnical Engineering, 2000, 22 (2): 222 – 226. (in Chinese))
    [10] 童小东 , 蒋永生 , 龚维明 . 解决动力接触问题的一种新方法 [J]. 工程力学 , 2000, 17 (6): 82 – 86. (TONG Xiao-dong, JIANG Yong-sheng, GONG Wei-ming. A new method for dynamic contact analysis[J]. Engineering Mechanics, 2000, 17 (6): 82 – 86. (in Chinese))
    [11] 何长明 , 邹金锋 , 李 亮 . 强夯动应力的量测及现场试验研究 [J]. 岩土工程学报 , 2007, 29 (4): 628 – 632. (HE Chang-ming, ZOU Jin-feng, LI Liang. Field tests on measurement of dynamic stress of dynamic compaction[J]. Chinese Journal of Geotechnical Engineering, 2007, 29 (4): 628 – 632. (in Chinese))
    [12] 刘汉龙 , 高有斌 , 曹建建 , 等 . 强夯作用下接触应力与土体竖向位移计算 [J]. 岩土工程学报 , 2009, 31 (10): 1493 – 1497. (LIU Han-long, GAO You-bin, CAO Jian-jian, et al. Calculation of contact stress and soil vertical displacement under dynamic compaction[J]. Chinese Journal of Geotechnical Engineering, 2009, 31 (10): 1493 – 1497. (in Chinese))
    [13] 韩文喜 . 上海浦东机场场道地基强夯处理极其机理研究 [D]. 成都 : 成都理工学院 , 1999. (HAN Wen-xi. Study on the mechanism of dynamic compaction of airport runway of shang-hai pudong[D]. Chengdu: College of Chengdu Technology, 1999. (in Chinese))
    [14] 张清峰 . 强夯法在煤矸石地基加固中的应用研究 [D]. 徐州 : 中国矿业大学 , 2004. (ZHANG Qing-feng. Study on the application of dynamic compaction in coal gangue foundation improving[D]. Xuzhou: China University of Mining and Technology, 2004. (in Chinese))
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出版历程
  • 发布日期:  2012-06-19

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