[1]王其善.强夯法机理及其影响深度[J].郑州大学学报(工学版),1992,13(02):20-23.
Wang Qishan,Activating the mechanism and its influence depth[J].Journal of Zhengzhou University (Engineering Science),1992,13(02):20-23.
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强夯法机理及其影响深度(
)
《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]
- 卷:
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13卷
- 期数:
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1992年02期
- 页码:
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20-23
- 栏目:
-
- 出版日期:
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1992-06-28
文章信息/Info
- Title:
-
Activating the mechanism and its influence depth
- 作者:
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王其善;
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郑州工学院水环系,
- Author(s):
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Wang Qishan;
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Zhengzhou Institute of Technology Water Trail,
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- 关键词:
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强夯法; 横波; 纵波; 影响深度
- Keywords:
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Strong tuning; horizontal waves; longitudinal waves; influence depth
- 文献标志码:
-
A
- 摘要:
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本文根据波动理论,阐述了强夯对地基的加固机理是其产生的横波和纵波的共同作用;提出纵波决定其影响深度.在此基础上推导出了计算影响深度的理论公式,并通过一工程实例进行了验证.
- Abstract:
-
Based on the theory of fluctuations, this article expounds the compaction mechanism of ramming the foundation as the common role of the horizontal waves and longitudinal waves produced; it proposes the longitudinal wave to determine its influence depth. Based on this, it derives the theoretical formula that calculates the depth of calculation, and verifies it through a project instance.
更新日期/Last Update:
1900-01-01