1.
Research of Double-Layer Dynamic Compaction Replacement Method for Deep Soft Clay;
深层淤泥场地的双层强夯置换法研究
2.
8000kN·m High Energy Level Dynamic Compaction Replacement Method for Foundation Ground by Hydraulic Filling
8000kN·m高能级强夯置换处理吹填地基
3.
Study of mechanism of dynamic compaction replacement for reinforcing highway soft roadbed
强夯置换墩法处理公路软基的机制研究
4.
Field test analysis of dynamic consolidation and replacement sand pile on marine soft soil
海相淤泥软土地基强夯置换砂桩试验分析
5.
High-Energy Level Dynamic Compaction Replacement Method for Treatment of Foundation Ground Recently Filled with Heavily Thick Soft Soil
高能级强夯置换处理新填大厚度软土地基
6.
The discussion on application of dynamic replacement gravel pile in highway foundation
强夯置换碎石桩法处理公路地基应用的探讨
7.
Study on dynamic replacement for the consolidation of highway soft subgrade in high-cold wetlands
强夯置换墩加固高寒湿地公路软基的研究
8.
Study on Design Theory of Dynamic Replacement Stone-piers Composite Foundation and It's Applications in Engineering
强夯置换碎石墩复合地基设计理论及其在工程上的应用与研究
9.
Analysis of Effect of Dynamic Compaction Replacement Treatment for Saturated Mucky Soil Foundation
强夯置换法处理饱和淤泥质土地基的加固效果分析
10.
STUDY ON DYNAMIC COMPACTION REPLACEMENT FOR REINFORCING FREEWAY ROADBED IN WETLANDS
采用强夯置换墩加固湿地中高速公路路基的研究
11.
The Combined Treatment of Coastal Rinsefill Foundation with the Vacuum Preloading + Dynamic Compaction Replacement
真空联合堆载预压+强夯置换法组合处理沿海冲填土地基
12.
Practical Study and FEM Simulation of Dynamic Replacement with Stone Block in Soft Roadbed;
块石强夯置换法在软土路基加固中的工程应用研究与有限元数值模拟
13.
Application of Replacement Detritus Pile with Dynamic Compaction in Treatment of Complex Sea-filling Soft Ground in Beibu Gulf
置换碎石桩联合强夯在北部湾填海复杂型软弱地基处理中的应用
14.
Affection of Tamping Energy and Tamping Times on Depth of Dynamic Consolidation;
夯击能及夯击击数对强夯加固深度的影响
15.
Consolidation Mechanism and the Effects of Dynamic Consolidation Research;
强夯加固机理及强夯影响效果研究分析
16.
Estimation of Settlement of Enrockment Ground Improved by Dynamic Compaction Based on the Gray System Theory
基于灰色系统的抛石强夯加固地基夯沉量估算
17.
A Study on Times of Dynamic Compaction Tamp Based on Element Deformation Energy Dissipation
基于单元体变形耗能的强夯夯击次数研究
18.
Analyses were made of the influence of lamping energy, distance of tamping points and number of passes upon the safety of the existing surrounding structures when a foundation is improved with the dynamic compaction method.
分析了强夯法加固地基时，夯击能、夯点距离、夯击数等因素对周围已建建筑物的安全的影响。