Advanced Triaxial Tests on Partially Saturated Soils Under Unconfined Conditions
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40999-020-00530-7.pdf
Reference58 articles.
1. Mun W, Teixeira T, Balci MC, Svoboda J, McCartney JS (2009) Rate effects on the undrained shear strength of compacted clay. Soils Found 56:719–731. https://doi.org/10.1016/j.sandf.2016.07.012
2. ASTM D7181–11 (2011) Method for consolidated drained triaxial compression test for soils. ASTM Int West Conshohocken PA. https://doi.org/10.1520/D7181-11
3. ASTM D4767–11 (2011) Standard test method for consolidated undrained triaxial compression test for cohesive soils. ASTM Int West Conshohocken PA. https://doi.org/10.1520/D4767-11
4. ASTM D2850–15 (2015) Standard test method for unconsolidated-undrained triaxial compression test on cohesive soils. ASTM Int West Conshohocken PA. https://doi.org/10.1520/D2850-15
5. Terzaghi K, Peck RB (1967) Soil mechanics in engineering practice. Wiley, New York
Cited by 9 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. Development of Wetting-Drying Curves from Elastic Wave Velocities Using a Novel Triaxial Test Apparatus;Studia Geotechnica et Mechanica;2024-04-21
2. Effect of Microbial Induced Partial Saturation on Liquefaction Mitigation of Sand of Different Relative Densities;International Journal of Civil Engineering;2024-03-20
3. Thermo-mechanical behavior of reconstituted deep-water sediments;Ocean Engineering;2024-01
4. Mechanisms and Modeling Methods of Strain-Softening Behavior of Unsaturated Soils;International Journal of Geomechanics;2023-05
5. Effects of Strain Rate and Specimen Size on the Behavior of Fine-Grained Soils;Arabian Journal of Geosciences;2023-03-15
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
Copyright © 2019-2024 北京同舟云网络信息技术有限公司 京公网安备11010802033243号 京ICP备18003416号-3