Full text
![]() |
PDF
- Users in campus UPM only
- Requires a PDF viewer, such as GSview, Xpdf or Adobe Acrobat Reader
Download (819kB) |
Soriano Peña, Antonio and Patiño Nieto, Carlos Hernán and Gonzalez, Jesus and Valderrama, M. (2011). Cyclic behaviour of saturated sands subject to previous horizontal shear stresses. In: "15th European Conference on Soil Mechanics and Geotechnical Engineering", 12/09/2011 - 15/09/2011, Atenas. ISBN 978-1-60750-800-7. pp. 275-280.
Title: | Cyclic behaviour of saturated sands subject to previous horizontal shear stresses |
---|---|
Author/s: |
|
Item Type: | Presentation at Congress or Conference (Article) |
Event Title: | 15th European Conference on Soil Mechanics and Geotechnical Engineering |
Event Dates: | 12/09/2011 - 15/09/2011 |
Event Location: | Atenas |
Title of Book: | Proceedings of the 15th European Conference on Soil Mechanics and Geotechnical Engineering : geotechnics of hard soils-weak rocks (parts 1, 2 and 3) |
Date: | 2011 |
ISBN: | 978-1-60750-800-7 |
Subjects: | |
Freetext Keywords: | Saturated sand, cyclic shear tests, static shear stress, cyclic stress ratio, liquefaction, harbour caissons |
Faculty: | E.T.S.I. Caminos, Canales y Puertos (UPM) |
Department: | Ingeniería y Morfología del Terreno |
Creative Commons Licenses: | Recognition - No derivative works - Non commercial |
![]() |
PDF
- Users in campus UPM only
- Requires a PDF viewer, such as GSview, Xpdf or Adobe Acrobat Reader
Download (819kB) |
The dynamic behaviour of saturated sands has been studied from different perspectives. However, most experimental research on this field does not take into account the shear stress conditions existing prior to the application of dynamic loads; i.e., a null initial static shear stress (τo = 0) is assumed. The main objective of this work is to report on the influence that static shear stresses (τo) have on the behaviour of saturated sands under cyclic shear loads. This article presents the results and analysis of part of a wider experimental programme involving 30 monotonic and 26 cyclic simple shear tests for different combinations of static shear stress (τo) and cyclic shear stress (τc) (all undrained), besides identification and classification tests. The tested samples have been taken from the area of the North Entrance Mouth at the Port of Barcelona (Spain).
Item ID: | 21112 |
---|---|
DC Identifier: | https://oa.upm.es/21112/ |
OAI Identifier: | oai:oa.upm.es:21112 |
Official URL: | http://www.athens2011ecsmge.org/ |
Deposited by: | Memoria Investigacion |
Deposited on: | 12 Dec 2013 15:36 |
Last Modified: | 22 Sep 2014 11:22 |