A platform for research: civil engineering, architecture and urbanism
Elastic shear modulus variations during undrained cyclic loading and subsequent reconsolidation of saturated sandy soil
Elastic shear modulus variations during undrained cyclic loading and subsequent reconsolidation of saturated sandy soil
Elastic shear modulus variations during undrained cyclic loading and subsequent reconsolidation of saturated sandy soil
Ueno, Kazuhiro (author) / Kuroda, Seiichiro (author) / Hori, Toshikazu (author) / Tatsuoka, Fumio (author)
Soil dynamics and earthquake engineering ; 116 ; 476-489
2019-01-01
14 pages
Article (Journal)
English
DDC:
624.176205
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
British Library Online Contents | 2019
|British Library Online Contents | 2019
|Post-liquefaction Reconsolidation and Undrained Cyclic Behaviour of Chang Dam Soil
Springer Verlag | 2020
|