A Caltech Library Service

Effect of fabric on shear wave velocity in granular soils

Mital, Utkarsh and Kawamoto, Reid and Andrade, José E. (2020) Effect of fabric on shear wave velocity in granular soils. Acta Geotechnica, 15 (5). pp. 1189-1203. ISSN 1861-1125. doi:10.1007/s11440-019-00766-1.

Full text is not posted in this repository. Consult Related URLs below.

Use this Persistent URL to link to this item:


The small-strain elastic shear wave velocity (V_S) is a basic mechanical property of soils and is an important parameter in geotechnical engineering. Recently, V_S has been adopted as one of the indices for development of liquefaction charts. This implies that if a parameter affects V_S, it may also affect liquefaction resistance. Some of the parameters whose effects have been accounted for include relative density, stress state and geologic age. An important parameter that affects both liquefaction resistance and VS is fabric. Quantification of in situ fabric is still an open problem and hence, considerable judgement is needed in order to map laboratory test results to field conditions. In this paper, we conduct numerical simulations at the grain-scale to investigate the effect of fabric on V_S. We start by showing that two granular assemblies, with the same stress state and void ratio but different fabrics, can exhibit different trends in liquefaction behavior. Furthermore, via a numerical implementation of the bender element test, we obtain two distinct trends of V_S anisotropy for the two granular assemblies. Finally, we consider three different fabric measures based on contact properties and explore correlations between V_S anisotropy and fabric anisotropy. We also look at fabric tensors of the ‘strong’ and ‘weak’ network, respectively, of the granular assemblies. Our results suggest that for liquefiable soils, i.e., recent Holocene-age deposits with negligible cementation and with a stress history of seismic loading, a knowledge of V_S anisotropy can give information about fabric anisotropy. A knowledge of in situ fabric could help in more accurately mapping laboratory test results to field conditions.

Item Type:Article
Related URLs:
URLURL TypeDescription
Kawamoto, Reid0000-0002-4936-5321
Additional Information:© 2020 Springer Nature Switzerland AG. Part of Springer Nature. Received 24 January 2018; Accepted 30 January 2019; Published 18 March 2019.
Subject Keywords:Fabric; Liquefaction; Shear wave velocity
Issue or Number:5
Record Number:CaltechAUTHORS:20200507-073041932
Persistent URL:
Official Citation:Mital, U., Kawamoto, R. & Andrade, J.E. Effect of fabric on shear wave velocity in granular soils. Acta Geotech. 15, 1189–1203 (2020).
Usage Policy:No commercial reproduction, distribution, display or performance rights in this work are provided.
ID Code:103054
Deposited By: Tony Diaz
Deposited On:07 May 2020 19:10
Last Modified:16 Nov 2021 18:17

Repository Staff Only: item control page