Nowadays, dynamic consolidation method (DCM) has been widely used in the treatment of foundation at home and abroad.
强夯法地基加固技术在国内外获得了广泛的应用。
This thesis includes the theoretical study, experimental study and numerical simulation of the ground improved with dynamic consolidation method.
论文主要研究内容包括：强夯法加固路基的理论研究、强夯法加固路基的试验研究和强夯法加固路基的数值模拟。
To evaluate the effect of dynamic consolidation method used in the construction of soil-rock mixture embankment, no non-destructive detection technique has been used until now.
对于土石混填路基强夯处治效果的评价，还没有比较好的无损检测手段。
A new formula for evaluating the maximum dynamic shear modulus of the sand under the anisotropic consolidation is presented by using the resonant column method.
采用共振柱试验方法，提出了一个非均等固结下砂土最大动剪切模量新的增长公式。
The effects of the consolidation ratios on the maximum dynamic shear modulus and the dynamic shear modulus versus the shear strain of sands are presented by using the resonant column method.
采用共振柱试验方法，研究了固结比对砂土最大动剪切模量以及对动剪切模量比与剪应变非线性关系的影响。
Dynamic consolidation by drainage was shown effective method of soft clay ground treatment from more and more theoretical research and engineering practice.
越来越多的理论研究和工程实践表明，动力排水固结法加固淤泥质饱和软粘土地基是行之有效的。
The dynamic consolidation and deep mixing method ( DMM ) are very common in project construction.
其中强夯法和深层搅拌法是工程建设中较常用的加固方法。
For stone backfilling area, adopt dynamic replacement method, which simultaneously has dynamic consolidation effect.
对于块石回填区域，采用了强夯置换法加固。强夯置换法同时还具有动力固结效应。
In the mechanism analysis of consolidation of foundation soil by heavy tamping method, the dynamic contact stress calculation of hammer bottom and foundation surface is the key technical problem.
在强夯法加固地基机理的分析中，夯？底部与地基表面的动接触应力计算是关键技术问题。
In the mechanism analysis of consolidation of foundation soil by heavy tamping method, the dynamic contact stress calculation of hammer bottom and foundation surface is the key technical problem.
在强夯法加固地基机理的分析中，夯？底部与地基表面的动接触应力计算是关键技术问题。
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