INVESTIGATION OF THE EFFECT OF FREQUENCY ON SHEAR STRENGTH AND DAMPING OF PURE SAND AND SAND STABILISED WITH RICE HUSK ASH USING CYCLIC TRIAXIAL TESTS

INVESTIGATION OF THE EFFECT OF FREQUENCY ON SHEAR STRENGTH AND DAMPING OF PURE SAND AND SAND STABILISED WITH RICE HUSK ASH USING CYCLIC TRIAXIAL TESTS

Rice husk ash (RHA), owing to its pozzolanic properties and wide abundance, is an additive that can be used as an alternative to cement to improve a variety of soils. Damping and shear modulus are two important soil dynamic parameters used to predict soil behaviour under dynamic loading. Therefore,...

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Bibliographic Details
Main Author: Maysam Salimzadehshooiili
Format: Article
Language:English
Published: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Croatia 2023-01-01
Series:Advances in Civil and Architectural Engineering
Subjects:
damping, shear modulus, cyclic triaxial test, frequency, sand
Online Access:https://hrcak.srce.hr/ojs/index.php/acae/article/view/24913/13592

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