Integration and calibration of UBCSAND model for drained monotonic and cyclic triaxial compression of aggregates-Reference-Cited by-同舟云学术

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Integration and calibration of UBCSAND model for drained monotonic and cyclic triaxial compression of aggregates

Published:2023-08 Issue: Volume:171 Page:107978
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Voyagaki Elia^ORCID,Kishida Tadahiro^ORCID,Aldulaimi Rusul Falah,Mylonakis George

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference52 articles.

1. An effective stress model for predicting liquefaction behaviour of sand;Beaty;Geotechnical Earthquake Engineering and Soil Dynamics III ASCE Geotechnical Special Publication,1998

2. PLAXIS liquefaction model;Tsegaye,2010

3. Critical state soil mechanics;Schofield,1968

4. Effective stress-strain-strength model for soils;Prévost;J. Geotech. Eng. ASCE,1975

Cited by 1 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. A chart solution for the calibration of UBCSAND model;Japanese Geotechnical Society Special Publication;2024

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