| 强夯法加固地基主要参数的分析和研究 |
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| 引用本文： | 张旭弓虽,李文亮. 强夯法加固地基主要参数的分析和研究[J]. 山西建材, 2012, 0(1): 8-10 |
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| 作者姓名： | 张旭弓虽 李文亮 |
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| 作者单位： | 山西建筑职业技术学院,山西太原030006 |
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| 摘 要： | 强夯法作为一种经济、简便、可靠的地基加固方法,在国内外获得了广泛的应用。但目前还没有一套成熟、完善的理论和设计计算方法,其施工参数主要是通过试夯或经验确定。通过对影响地基加固效果的加固深度、夯点布置、夯点间距与夯击分遍等因素的分析研究,结合工程实例,探讨了强夯法处理地基的主要参数。
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| 关 键 词： | 强夯法 加固机理 有效加固深度 夯点布置 |
Main Parameters of Dynamic Consolidation Foundation |
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| Affiliation: | ZHANG Xu - qiang, LI Wen - liang ( Shanxi Architectural College, Taiyuan, Shanxi, 030006, China) |
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| Abstract: | As an economic, simple and reliable method of strengthening foundation, dynamic consolidation method （DCM） gains access to a wide range of applications home and abroad. But at present,there is not a mature and perfect theory and design calculation method. Construction parameters are mainly from trial tamping or experience. Based on analysis of factors influencing foundation consolidation effect such as reinforcement depth, tamping point arrangement, rammer point distance and tamping at different times and combined with project cases, the present paper probes into main parameters of dynamic consolidation foundation. |
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| Keywords: | dynamic consolidation reinforcement mechanism effective reinforcement depth tamping point arrangement |
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