Accumulated Deformation of Sand with Initial Shear Stress and Effective Stress State Lying Near Failure Conditions-Reference-Cited by-同舟云学术

Accumulated Deformation of Sand with Initial Shear Stress and Effective Stress State Lying Near Failure Conditions

Published:2004-12 Issue:6 Volume:44 Page:1-16
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Arangelovsk Goran,Towhata lkuo

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference15 articles.

1. Torsional shear tests on sand with effective stress state lying near failure conditions;Arangelovski,2001

2. Behavior of water saturated sand subjected to cyclic axial loading with initial shear;Arangelovski,2000

3. Accumulation of residual strain in saturated sand undergoing cyclic loading;Arangelovski,2001

4. Effects of strain history on liquefaction of sands;Finn;Proc., ASCE,1970

5. Shaking table tests on seismic deformation of gravity quay walls, Soils and Foundations, Special Issue on Geotechnical Aspects of the January 17 1995 Hyogoken-Nambu;Ghalandarzadeh;Earthquake,1998

Cited by 8 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Cyclic Resistance and Large Deformation Characteristics of Sands Under Sloping Ground Conditions: Insights from Large-Strain Torsional Simple Shear Tests;Latest Developments in Geotechnical Earthquake Engineering and Soil Dynamics;2021

2. An Investigation on the Liquefaction-Induced Sloped Ground Failure During the 1964 Niigata Earthquake;Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls;2016-09-02

3. 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;Acta Geotechnica;2015-08-06

4. Stress attractors predicted by a high-cycle accumulation model confirmed by undrained cyclic triaxial tests;Soil Dynamics and Earthquake Engineering;2015-02

5. Incorporation of initial static shear stress in the dilatancy flow rule of granular materials under quasi-static loading;Geomechanics from Micro to Macro;2014-08-26