Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Dynamic Shear Modulus and Dampiny Ratio of Undisturbed Samples Taken Continuously in Depth
Dynamic Shear Modulus and Dampiny Ratio of Undisturbed Samples Taken Continuously in Depth
Dynamic Shear Modulus and Dampiny Ratio of Undisturbed Samples Taken Continuously in Depth
Yasuda, S. (Autor:in) / Masuda, T. (Autor:in) / Nagase, H. (Autor:in) / Oda, S. (Autor:in) / Japanese Society of Civil Engineers
9th Japan symposium, Earthquake engineering ; 1994 ; Tokyo
01.01.1994
6 pages
In 3 vols; In Japanese and English
Aufsatz (Konferenz)
Japanisch
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
British Library Online Contents | 2012
|Undisturbed clay samples and undisturbed clays
Engineering Index Backfile | 1941
|Shear strength of undisturbed samples of weathered pumice soils
British Library Conference Proceedings | 2004
|