DocumentCode
2573292
Title
Study on Shear Behavior of Soil-Structure Interface
Author
Wang Wei ; Lu Tinghao
Author_Institution
Dept. of Civil Eng., Shaoxing Univ., Shaoxing, China
fYear
2009
fDate
2-3 May 2009
Firstpage
127
Lastpage
130
Abstract
Shear behavior of interface between soil and structure plays an important role in the analysis on soil-structure interaction and in the design of disaster prevention and mitigation engineering. In recent years, significant progress has been made in this subject. The current study on interface is reviewed in details, including such aspects as testing study, constitutive model and interface element. Several deficiencies in above mentioned three aspects about interface study are pointed out respectively. The rational way to confirm the thickness of thin-layer interface is proposed, and large-size simple shear tests between different state soils and concrete are recommended to simulate negative friction along the interface, establish perfect constitutive model and confirm its parameters accurately.
Keywords
concrete; disasters; friction; geotechnical engineering; soil; structural engineering; concrete; constitutive model; disaster prevention; friction; mitigation engineering; shear behavior; shear test; soil-structure interaction; soil-structure interface; state soil; testing study; thin-layer interface; Computer interfaces; Concrete; Design engineering; Glass; Performance evaluation; Slabs; Soil measurements; Stress; Switches; Testing; intereaction; interface; soil; structure;
fLanguage
English
Publisher
ieee
Conference_Titel
Engineering Computation, 2009. ICEC '09. International Conference on
Conference_Location
Hong Kong
Print_ISBN
978-0-7695-3655-2
Type
conf
DOI
10.1109/ICEC.2009.55
Filename
5167107
Link To Document