EXPERIMENTAL ANALYSIS OF THE INFLUENCE OF VIBRATION DURING 10 000kN·m HIGH ENERGY LEVEL DYNAMIC COMPACTION

Shui Weihou; Zhu Jianfeng

doi:10.13204/j.gyjz200601012

Volume 36 Issue 1

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(1): 37-39

Zhu Yanzhi. ANALYTICAL SOLUTIONS OF KELVIN'S VISCOELASTIC HALF-INFINITE SPACE SUBJECTED TO INTERIOR VERTICAL CONCENTRATED LOADING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 55-60. doi: 10.13204/j.gyjz200512016

Citation:

Shui Weihou, Zhu Jianfeng. EXPERIMENTAL ANALYSIS OF THE INFLUENCE OF VIBRATION DURING 10 000kN·m HIGH ENERGY LEVEL DYNAMIC COMPACTION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(1): 37-39. doi: 10.13204/j.gyjz200601012

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EXPERIMENTAL ANALYSIS OF THE INFLUENCE OF VIBRATION DURING 10 000kN·m HIGH ENERGY LEVEL DYNAMIC COMPACTION

doi: 10.13204/j.gyjz200601012

1.
Shanghai Shenyuan Geotechnical Engineering Co.,Ltd. Shanghai 200011

Received Date: 2005-08-17
Publish Date: 2006-01-20

Abstract

Abstract

10 000kNm energy levels of experiment dynamic compaction are successfully put in practice on a rubble fill site in a coastal area. The experiment provided the parameters for the design, construction and detection of 10 000kNm dynamic compaction. The monitoring results of ground vibration acceleration were analyzed. The attenuation equation and transmit characteristic of 10 000kNm dynamic compaction on rubble fill site during 10 000kNm were acquired. It can be used to estimate the environment affect during high energy level dynamic compaction.
- high energy level dynamic compaction,
- 10 000kN·m,
- vibration acceleration,
- attenuation

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References(4)

References

王铁宏.全国重大工程项目地基处理工程实录.北京:中国建筑工业出版社,1998

[2] 水伟厚.冲击应力与10 000kN*m高能级强夯系列试验研究:[博士学位论文].上海:同济大学,2004

[3] 王铁宏,水伟厚,高广运,等.高能级强夯工程应用与发展述评//第九届土力学与岩土工程学术会议论文集.北京:清华大学出版社,2003:723-728

[4] 水伟厚,高广运,王亚凌,等.湿陷性黄土在强夯作用下的非完全弹性碰撞与冲击应力解析.建筑结构学报,2003,24(5):92-97

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