Art

J-GLOBAL ID：201302275796700088   Reference number：13A1878371

Laboratory measurements of small strain properties of dry sands by bender element

ベンダー要素による乾燥砂の小歪特性の室内測定

Author (3)： GU Xiaoqiang (Tongji Univ., Shanghai, CHN) ,  YANG Jun (Univ. Hong Kong, Hong Kong, CHN) ,  HUANG Maosong (Tongji Univ., Shanghai, CHN)
Material： Soils and Foundations (Web)
Volume： 53  Issue： 5  Page： 735-745  Publication year： Oct. 2013 
JST Material Number： U2456A  ISSN： 0038-0806  Document type： Article
Article type： 原著論文  Country of issue： Netherlands (NLD)  Language： ENGLISH (EN)

Thesaurus term： *sand ,  *strain ,  torsional shearing test ,  *test ,  Poisson's ratio ,  Pressure ,  *dry sand ,  *resonant column testing ,  confining pressure
Semi thesaurus term： *ベンダー要素 ,  confining pressure

JST classification (1)： Soil compression,consolidation,shear strength,ground subsidence  (RA03050P)

Reference (34)：

• Andrus, R.D., Stokoe, K.H. II., 2000. Liquefaction resistance of soils from shear-wave velocity. Journal of Geotechnical and Geoenvironmental Engineering 126 (11), 1015-1025.
• Bonal, J., Donohue, S., McNally, C., 2012. Wavelet analysis of bender element signals. Géotechnique 62 (3), 243-252.
• Brignoli, E.G.M., Gotti, M., Stokoe, K.H. II., 1996. Measurement of shear waves in laboratory specimens by means of piezoelectric transducers. Geotechnical Testing Journal 19 (4), 384-397.
• Cascante, G., Santamarina, C., Yassir, N., 1998. Flexural excitation in a standard torsional resonant column device. Canadian Geotechnical Journal 35, 478-490.
• Chaudhary, S.K., Kuwano, J., Hayano, Y., 2003. Measurement of quasi-elastic stiffness parameters of dense Toyoura sand in hollow cylinder apparatus and triaxial apparatus with bender elements. Geotechnical Testing Journal 27 (1), 23-35.

Terms in the title (5)： ベンダー ,  要素 ,  乾燥砂 ,  歪特性 ,  室内