Multi-phase modelling of loose, unsaturated soil’s continuous motion using a three-phase Eulerian approach-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Multi-phase modelling of loose, unsaturated soil’s continuous motion using a three-phase Eulerian approach

Published:2024-07 Issue: Volume:171 Page:106386
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Van Riet V.^ORCID,Demeester T.^ORCID,Couvreur K.,Ahmed Z.Y.,Vervaecke M.^ORCID,De Paepe M.,Degroote J.^ORCID

Funder

Flanders Innovation & Entrepreneurship

Bijzonder Onderzoeksfonds UGent

Ghent University

Publisher

Elsevier BV

Reference63 articles.

1. ANSYS fluent 2022 R2 user’s guide;ANSYS Inc.,2022

2. ANSYS fluent 2022 R2 theory guide;ANSYS Inc.,2022

3. Standard Test Method for Slump of Hydraulic-Cement Concrete;ASTM International,2015

4. Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils;ASTM International,2018

5. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) 1;ASTM International,2020

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线，采集、加工和组织学术论文而形成的新型学术文献查询和分析系统，可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容，当前同舟云学术共收录了国内外主流学术期刊6万余种，收集的期刊论文及会议论文总量共计约1.5亿篇，并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询！咨询电话：010-8811{复制后删除}0370

www.globalauthorid.com

TOP