DocumentCode
3170473
Title
The dynamic response of nearly saturated cohesive soil to impact and its deformation and strength behavior after impact
Author
Luo, Sihai ; Fu, Junjian ; Zhang, Hai
Author_Institution
Jiangxi Univ. of Sci. & Technol., Ganzhou, China
fYear
2011
fDate
16-18 April 2011
Firstpage
3690
Lastpage
3695
Abstract
Unconsolidated-undrained triaxial tests were conducted on the nearly saturated fine-grained samples after being impacted. The axial deformation and induced pore pressure during impact and the stress - strain relationship and strength parameters after impact were investigated.
Keywords
deformation; geotechnical engineering; impact (mechanical); mechanical strength; soil; stress-strain relations; axial deformation; dynamic response; impact; induced pore pressure; nearly saturated cohesive soil; nearly saturated fine-grained samples; strength behavior; stress-strain relationship; unconsolidated-undrained triaxial tests; Fitting; Soil; Strain; Testing; UU test; deformation; impact; nearly saturated fine-grained samples; strength;
fLanguage
English
Publisher
ieee
Conference_Titel
Consumer Electronics, Communications and Networks (CECNet), 2011 International Conference on
Conference_Location
XianNing
Print_ISBN
978-1-61284-458-9
Type
conf
DOI
10.1109/CECNET.2011.5769376
Filename
5769376
Link To Document