Zhang Yankun, Liu Yanghua, Song Xiaoruan. EXPERIMENTAL STUDY ON FLEXURAL BEARING CAPACITY OF PROFILED STEEL SHEET-LIGHT-WEIGHT AGGREGATE CONCRETE FLOOR SLABS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 83-85. doi: 10.13204/j.gyjz200808021
Citation:
Feng Zhiyan, Han Xingzhao, Zheng Xiang. STATISTIC ANALYSIS OF EFFECT FOR LOW-MIDDLE ENERGY DYNAMIC COMPACTION IN ELIMINATING COLLAPSIBILITY OF LOESS[J]. INDUSTRIAL CONSTRUCTION , 2011, 41(2): 53-56. doi: 10.13204/j.gyjz201102014
Zhang Yankun, Liu Yanghua, Song Xiaoruan. EXPERIMENTAL STUDY ON FLEXURAL BEARING CAPACITY OF PROFILED STEEL SHEET-LIGHT-WEIGHT AGGREGATE CONCRETE FLOOR SLABS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 83-85. doi: 10.13204/j.gyjz200808021
Citation:
Feng Zhiyan, Han Xingzhao, Zheng Xiang. STATISTIC ANALYSIS OF EFFECT FOR LOW-MIDDLE ENERGY DYNAMIC COMPACTION IN ELIMINATING COLLAPSIBILITY OF LOESS[J]. INDUSTRIAL CONSTRUCTION , 2011, 41(2): 53-56. doi: 10.13204/j.gyjz201102014
STATISTIC ANALYSIS OF EFFECT FOR LOW-MIDDLE ENERGY DYNAMIC COMPACTION IN ELIMINATING COLLAPSIBILITY OF LOESS
Received Date: 2010-09-02Publish Date:
2011-02-20
Abstract
Effective reinforced depth and settlement of dynamic compaction are the two major indexes in evaluation of effect of dynamic compaction in collapsible loess,and the main factors influencing the treatment effects are water content,void ratio of soil and tamping energy.By analysis of large amount of data on projects treated by low-middle elnrgy dynamic compaction in loess,the water content conditions for dynamic compaction were obtained,and the relationship between treatment effects and influencing factors was established by multivariate linear regression analysis.
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