强夯法
- 网络dynamic compaction;dynamic consolidation;heavy tamping;dcm
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低能量强夯法在港口工程软基加固中的应用
Low-Energy DCM for Enhancement of Soft Foundation in Harbor Engineering
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土的动力固结(强夯法)是加固地基的一种方法。
Dynamic consolidation ( heavy tamping ) is one of recent methods for foundation , improvent .
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采用ASP技术是实现Web动态信息发布的有效方法,本文介绍了ASP概念、主要特性、标准对象以及利用ASP实现地方文献提要数据库Web检索系统的整个过程。地方科技动态强夯法信息化施工浅析
A method on dynamic information publishing with Asp technology is put forward . The article introduces the primary concept of Asp technology , the main characteristics and normal subject . presents the whole process of developing Web retrieval system of JiLin Provincial Local Documentary Summary Database using ASP
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强夯法加固地基现场检测结果表明,采用1600kN·m的夯击能使该粉土地基有效加固深度达到8m。
The field detective data of the strengthened foundation show that the valid strengthened depth is about 8 meters by the 1600kN · m compacted energy .
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传统观念认为,在单夯夯击能2000kN·m情况下,强夯法仅对浅部地基土层具有加固作用,而对深部土层却没有加固作用。
The traditional view is that only the shallow soil layers can be reinforced and the deeper layers can not be reinforced during dynamic consolidation in the condition of 2000 kN · m of a-tamp-energy .
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对强夯法处理湿陷性黄土地基加固深度的公式作了分析,应用Menard理论,推导出了地基加固深度的经验公式,经在某工程中实际应用,验证了该公式的可靠性及适用性。
Based upon analysis of the formula of reinforcement depth of dynamic consolidation in collapsible loess foundation treatment and Menard theory empirical formula of strengthening depth of foundation is derived . In addition its reliability and applicability are verified through practical engineering application .
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本文通过分析研究强夯法加固湿陷性黄土土坝地基的施工试验,总结应用Menard公式的经验取值,成功地设计了施工参数,为后续的正式施工打下了坚实的基础。
On the basis of analysis and study on construction experiences of reinforcing collapsible loess foundation of earth dam with dynamic compaction method , the construction parameters are designed with the empirical values of Menard formula , laying a solid foundation for later construction .
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强夯法在湿陷性砂壤土地区的应用
Application of Dynamic Compaction in the Area of Collapsible Sandy Silt
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强夯法在节能省地型住宅建设中的应用
Application of Heavy-tamping Method in Promoting Energy and Land Saving Residence
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强夯法在人工填土地基处理中的应用
Application of dynamic consolidation method in artificial filled soil foundation processing
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强夯法在处理大面积杂填土地基中的应用
Application of Dynamic Compaction for the Miscellaneous Fill Soil Foundation Strengthening
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强夯法是地基处理的重要方法之一。
Dynamic compaction is one of important methods for ground treatment .
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强夯法加固地基的影响深度远大于有效深度;
The effective reinforced depth was deeper than the influence depth .
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建筑物内低能强夯法场地处理及振动分析
Lower energy dynamic consolidation method in architecture and its vibration analysis
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基于应力波理论和侵彻理论的强夯法机理分析
Research on Dynamic Consolidation by Stress Wave Theory and Penetration Theory
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强夯法加固回填土地基的应力监测及效果分析
Stress monitoring and affection analysis of backfill improved by dynamic consolidation
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强夯法在市政道路建设工程中的实践应用
Practical application of dynamic consolidation in construction project of municipal road
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强夯法处理杂填土实例
Case History for Treatment of Miscellaneous Fill by Dynamic Compaction
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20世纪70年代以来,强夯法加固填土地基技术得到了广泛的应用。
Foundation consolidated by dynamic rammer has been applied widely since 1970 's.
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该法克服了强夯法的弊端,为处理饱和粉土地基提供了一种简便、经济的设计、施工方法,可供同行参考。
The method is simple and economical for both design and construction .
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强夯法在机场跑道延长填海中的应用实例
Application of Heavy Punning Method in Sea-reclamation and Airport Runway Extension Project
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青岛地区粗颗粒填土地基强夯法处理初探
Investigation of Dynamic Compaction Improvement Method on Coarse-grained Soil in Qingdao Area
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分层强夯法处理软弱地基设计工程实例
Practical Examples of Soft Subgrade Treatment by Layer - wise Dynamic Compaction
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公路工程中湿陷性黄土地基强夯法处理实践
Practice of Dynamic Consolidation Method Treating Collapsible Loess Foundation in Highway Engineering
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强夯法在重力式码头前沿区地基处理中的应用
Dynamic Consolidation Method Applied in Foundation Treatment of Gravity Wharf Frontier Zone
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深沟路段高路堤强夯法施工技术初探
Deep Section of High Embankment Construction Technique of Dynamic Compaction
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强夯法加固沙漠土地基处理试验研究
Experimental research on treating desert soil ground with dynamic compaction
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低能量强夯法加固浅层吹填土地基试验研究
Test Study on Dredger Fill Foundation Reinforcement with Low-energy Dynamic Consolidation Method
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通过对强夯法加固机理的分析,得出了非饱和粗颗粒土与饱和细颗粒土的不同加固机理。
The mechanism of the dynamic consolidation method is elaborated .
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强夯法加固地基的质量风险与瑞雷波法控制
Rayleigh Wave Control of Quality Risk in Dynamic Compacting Ground