1.
Mechanism analysis of the high energy level dynamic compaction method treating collapsible losses foundation
高能级强夯法处理湿陷性黄土地基的机理分析
2.
Application and Study of Ultra-high Dynamic Compaction with 15 000 kN·m in Treatment of Collapsed Loess
15000kN·m超高能级强夯法处理湿陷性黄土的应用研究
3.
Application of high energy level dynamic compaction to ground improvement of collapsible loess for petrochemical project
高能级强夯法在石油化工项目处理湿陷性黄土中的应用
4.
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
5.
Application of High Energy Level Dynamic Compaction in Collapsible Loess Region
高能级强夯在湿陷性黄土地区的应用
6.
Numerical Study on Mechanism and Vibration of High Energy Dynamic Compaction;
高能级强夯加固机理及环境影响数值分析
7.
Impact Stress and 10000kN.m Series of Experimental Investigations of High Energy Level Dynamic Compaction;
冲击应力与10000kN.m高能级强夯系列试验研究
8.
High Energy Dynamic Compaction Experimrnt for Collapsible Loess
高能级强夯在湿陷性黄土地区的应用研究
9.
Thinking of high energy level dynamic compaction application and development
对高能级强夯技术发展的全面与辩证思考
10.
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
11.
Study on the Application of High Energy Level Dynamic Compaction in Thick Collapsible Loess Regions
高能级强夯在大厚度黄土地区应用研究
12.
Application of Dynamic Compaction to Large Oil Tank for Sea Reclamation Project
高能级强夯在填海造陆地基处理中的应用
13.
The Permeability's Study of Oily Fluid in Loess Area Foundation Which Have Been Treatmented
油性流体在高能级强夯后黄土地基中渗透性的研究
14.
Experimental Investigations of 12000kN·m High Energy Level Dynamic Compaction Effective Reinforcement Depth in Improved Collapsible Loess Foundation
12000kN·m高能级强夯加固湿陷性黄土地基的有效加固深度试验研究
15.
Collapsible loess foundation treatment and the quality control for dynamic compaction method
高能级强夯处理湿陷性黄土设计施工检测应注意的问题
16.
Improvement effect of high energy dynamic compaction under complicated geological conditions
不同土质条件下高能级强夯加固效果测试与对比分析
17.
Subgrade loess collapsibility before and after low level tamping
低能级强夯前后路基黄土湿陷性研究
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。