1) depth formula on ground strengthening
地基加固深度公式
2) consolidation depth
加固深度
1.
A study of dynamic consolidation depth in engineering practice;
强夯法施工实践中加固深度问题浅析
2.
At last,the main influencing factors of consolidation depth and some problems need special attentions were analyzed.
分析了强夯法处理地基的作用机理、强夯处理土体强度增长过程等,分析了影响加固深度的主要因素及强夯施工中应注意的几个问题,从而对强夯法加固地基的作用机理和应用过程有了系统的认识,推广了强夯法在工程中的实施。
3) strengthening depth
加固深度
1.
In light of the problem of treating foundation by heavy tamping method,the author introduces its strengthening depth,discusses the matching of main tamping,full tamping and single tamping,and illustrates it by listing practical engineering,in order to perfect the design parameter of heavy tamping,main tamping and full tamping,and to achieve the target value of project.
就强夯法处理地基的问题,介绍了强夯法处理地基的加固深度,对主夯、满夯、单击夯击能的匹配问题进行了分析探讨,并列举了实例加以说明,以达到优化强夯、主夯、满夯等的设计参数,达到工程目标值的目的。
2.
In this paper, such dynamic compaction parameters as tamping frequency, hammer weight, hammer shape and reasonable falling distance were discussed, at the same time, a calculation method was introduced for estimating strengthening depth of tamping in combination with the specific feature of loess.
对黄土强夯中的夯击次数、锤重、锤形、落距的合理性进行了探讨,同时介绍了一种结合黄土具体特性的强夯加固深度的计算方法。
4) reinforcement depth
加固深度
1.
Empirical formula of reinforcement depth of dynamic consolidation in collapsible loess foundation treatment;
强夯法处理湿陷性黄土地基加固深度公式探讨
2.
Then it points out that improving energy level is not an effective way to improve the reinforcement depth.
结合具体工程情况,阐述10000kN·m强夯施工的技术要点及施工中问题的处理,分析认为加大强夯能级并不是提高强夯加固深度的有效方法。
3.
The test data show the effective reinforcement depth of the foundation is 3.
m夯击能的地基有效加固深度为3。
5) reinforced depth
加固深度
1.
Through two engineering examples of dynamic compaction conducted under different conditions and with different energy,this paper introduces the design and construction methods of dynamic compaction;In accordance with different real-measured effective reinforced depth of dynamic compaction,the rules of the revised coefficient of formula Menard are obtained based on back calculation.
通过两个不同地质条件、不同能量的强夯工程实例,介强夯法设计、施工方法;并根据不同实测的强夯有效加固深度,反算并找出Menard公式修正系数的规律。
2.
Through the analysis of the features and applications of some estimating methods of reinforced depth such as the modified coefficient method of Menard formula, energy method and empirical formula, this article systema.
强夯法处理地基的加固深度估算是强夯技术理论中十分重要而又尚未得到解决的问题之一,近十几年来国内外诸多学者和工程技术人员对此进行了一系列的研究和探讨。
6) satisfactory improvement depth
加固深度
1.
The relationship between satisfactory improvement depth and the main factors such as temping energy,tamper weight,drop height,drop numbers,tamper diameter,grid spacing,dry density and water content of filling soil is draw out.
利用读数显微镜位移跟踪法 ,对黄土进行强夯半模试验 ,分析了各参数如夯击能、锤重、落距、击数、夯锤直径、夯点间距对强夯加固范围的影响 ,得出了加固深度的计算公式H =W2 / 3 ·h·N10D·γd·(1- ω) 。
2.
Based on the results of model tests,the relationship of satisfactory improvement depth and the main factors were analyzed,a formula of satisfactory improvement depth including more factors was obtained.
利用读数显微镜位移跟踪法,对黄土进行了强夯的模型试验研究,分析了不同的参数对强夯加固范围的影响程度和相互关系,得出了考虑这些主要因素的加固深度的计算公式,并对强夯机理进行了分析。
补充资料：采用强夯法进行机场停机坪软土地基加固
采用强夯法进行机场停机坪软土地基加固
采用强夯法进行机场停机坪软土地基加固 I
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条