An experimental database for the development, calibration and verification of constitutive models for sand with focus to cyclic loading: part I—tests with monotonic loading and stress cycles
Published 2015 View Full Article
- Home
- Publications
- Publication Search
- Publication Details
Title
An experimental database for the development, calibration and verification of constitutive models for sand with focus to cyclic loading: part I—tests with monotonic loading and stress cycles
Authors
Keywords
Cyclic triaxial tests, Database, Fine sand, Monotonic triaxial tests, Stress cycles
Journal
Acta Geotechnica
Volume 11, Issue 4, Pages 739-761
Publisher
Springer Nature
Online
2015-08-05
DOI
10.1007/s11440-015-0402-z
References
Ask authors/readers for more resources
Related references
Note: Only part of the references are listed.- Effects of density on cyclic behaviour of anisotropically consolidated Ottawa sand under undrained torsional loading
- (2014) V.N. GEORGIANNOU et al. GEOTECHNIQUE
- Predicting onset of cyclic instability of loose sand with fines using instability curves
- (2014) M.A.L. Baki et al. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
- On the “elastic stiffness” in a high-cycle accumulation model — continued investigations
- (2013) Torsten Wichtmann et al. CANADIAN GEOTECHNICAL JOURNAL
- Cyclic behaviour of loose anisotropically consolidated Ottawa sand under undrained torsional loading
- (2013) M. KONSTADINOU et al. GEOTECHNIQUE
- Failure Modes of Sand in Undrained Cyclic Loading: Impact of Sample Preparation
- (2013) H. Y. Sze et al. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
- Relationship between limiting shear strain and reduction of shear moduli due to liquefaction in large strain torsional shear tests
- (2013) Takashi Kiyota et al. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
- Effects of initial static shear on liquefaction and large deformation properties of loose saturated Toyoura sand in undrained cyclic torsional shear tests
- (2013) Gabriele Chiaro et al. SOILS AND FOUNDATIONS
- Linkage between static and cyclic liquefaction of loose sand with a range of fines contents
- (2012) Md.A.L. Baki et al. CANADIAN GEOTECHNICAL JOURNAL
- Cyclic behaviour and resistance of saturated sand under non-symmetrical loading conditions
- (2012) J. YANG et al. GEOTECHNIQUE
- Undrained cyclic resistance of undisturbed gravelly soils
- (2012) A. Flora et al. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
- CORRELATING CYCLIC STRENGTH WITH FINES CONTENTS THROUGH STATE PARAMETERS
- (2012) AN-BIN HUANG et al. SOILS AND FOUNDATIONS
- Large post-liquefaction deformation of sand, part I: physical mechanism, constitutive description and numerical algorithm
- (2012) Jian-Min Zhang et al. Acta Geotechnica
- Effect of static shear stress on the cyclic resistance of sands in simple shear loading
- (2011) Siva Sivathayalan et al. CANADIAN GEOTECHNICAL JOURNAL
- Cyclic Strength of Sand under Sustained Shear Stress
- (2011) J. Yang et al. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
- A STUDY ON THE ENGINEERING PROPERTIES OF SAND IMPROVED BY THE SAND COMPACTION PILE METHOD
- (2011) MUNENORI HATANAKA et al. SOILS AND FOUNDATIONS
- BEHAVIOR OF LIQUEFIED SANDS UNDER EXTREMELY LARGE STRAIN LEVELS IN CYCLIC TORSIONAL SHEAR TESTS
- (2011) TAKASHI KIYOTA et al. SOILS AND FOUNDATIONS
- An experimental study of the liquefaction strength of silty sands in terms of the state parameter
- (2010) Constantine A. Stamatopoulos SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
- INFLUENCE OF NON-PLASTIC FINES ON THE RESPONSE OF A SILTY SAND TO CYCLIC LOADING
- (2010) H. K. DASH et al. SOILS AND FOUNDATIONS
- EFFECTS OF RELIQUEFACTION RESISTANCE PRODUCED BY CHANGES IN ANISOTROPY DURING LIQUEFACTION
- (2010) SHOTARO YAMADA et al. SOILS AND FOUNDATIONS
- Comparison of two fine sands under torsional loading
- (2008) V. N. Georgiannou et al. CANADIAN GEOTECHNICAL JOURNAL
- Undrained monotonic and cyclic simple shear behaviour of carbonate sand
- (2008) D. Porcino et al. GEOTECHNIQUE
Publish scientific posters with Peeref
Peeref publishes scientific posters from all research disciplines. Our Diamond Open Access policy means free access to content and no publication fees for authors.
Learn MoreBecome a Peeref-certified reviewer
The Peeref Institute provides free reviewer training that teaches the core competencies of the academic peer review process.
Get Started