@inproceedings{d01fe85150c8405c963f5e5ba84cdaca,
title = "Evolution of shear modulus during liquefaction in 1-D centrifuge shaking table tests",
abstract = "Degradation of soil stiffness and strength during soil liquefaction may seriously damage building foundations and underground structures. A series of 1-D centrifuge shaker tests were performed at 80 g to investigate the evolution of shear modulus and shear wave velocity at the different values of r u in a 24 m sand deposit. A dense array of accelerometers and pore water pressure transducers were installed to monitor the seismic response at different depths. A relationship between the normalized shear modulus, normalized average shear wave velocity and the ratio of the excess pore water pressure are proposed. These simple relationships can provide engineers with different values of ru to aid evaluation of the site seismic response.",
author = "Lee, {C. J.} and Wei, {Y. C.} and Hung, {W. Y.} and Chen, {H. T.}",
year = "2010",
doi = "10.1201/b10554-236",
language = "???core.languages.en_GB???",
isbn = "9780415592901",
series = "Physical Modelling in Geotechnics - Proceedings of the 7th International Conference on Physical Modelling in Geotechnics 2010, ICPMG 2010",
publisher = "CRC Press",
pages = "1415--1420",
booktitle = "Physical Modelling in Geotechnics - Proceedings of the 7th International Conference on Physical Modelling in Geotechnics 2010, ICPMG 2010",
note = "7th International Conference on Physical Modelling in Geotechnics 2010, ICPMG 2010 ; Conference date: 28-06-2010 Through 01-07-2010",
}