DocumentCode
3359009
Title
Test and research on rheology dynamic characteristics of marine deposit soft soil under dynamic loading in Xiamen
Author
Hu Hua ; Fang Zhiji
Author_Institution
Dept. of Civil Eng., Xiamen Univ., Xiamen, China
fYear
2010
fDate
26-28 June 2010
Firstpage
4862
Lastpage
4865
Abstract
Indicated by the practical investigating and theoretic analysis, the rheologic action of the soft soil could be accelerated by earthquake the dynamic loading, which induces more geotechnical engineering accidents and geologic disasters, for example foundation sedimentation and sliding movement, the project destabilizing to collapse etc. The samples of marine deposit soft soil are collected in Xiamen, and the rheologic rate, rheologic acceleration and rheologic strain under the dynamic loading of sinusoidal variation are tested and analyzed using dynamic-triaxial device, and the influences of dynamic loading frequency and breadth to dynamic Characteristics of soft soil are contrasted and analyzed. The research results have important academic signification and actual signification for us to search after rheologic dynamic characteristic of soft soil, open out the rheologic dynamic mechanism of bursting out fearful geotechnical engineering accidents and geologic disasters under dynamic loading.
Keywords
geotechnical engineering; rheology; soil; Xiamen; dynamic loading; dynamic-triaxial device; geologic disaster; geotechnical engineering accident; marine deposit soft soil; rheologic acceleration; rheologic rate; rheologic strain; rheology dynamic characteristic; sinusoidal variation; Acceleration; Accidents; Capacitive sensors; Earthquake engineering; Frequency; Geology; Life estimation; Rheology; Soil; Testing; Breadth of dynamic loading; Dynamic loading; Frequency of dynamic loading; Marine deposit soft soil; Rheology dynamic characteristics;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
Conference_Location
Wuhan
Print_ISBN
978-1-4244-7737-1
Type
conf
DOI
10.1109/MACE.2010.5536212
Filename
5536212
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