A Modified Triaxial Apparatus for Soils under High-Frequency, Low-Amplitude Vibrations-Reference-Cited by-同舟云学术

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A Modified Triaxial Apparatus for Soils under High-Frequency, Low-Amplitude Vibrations

Published:2021-10-15 Issue:1 Volume:45 Page:20200267
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Xie Tao¹,Guo Peijun²

Affiliation:

1. Department of Civil Engineering, McMaster University, 1280 Main St. W., Hamilton, ON L8S 4L7, Canada, https://orcid.org/0000-0002-9972-7976

2. Department of Civil Engineering, McMaster University, 1280 Main St. W., Hamilton, ON L8S 4L7, Canada (Corresponding author), e-mail: guop@mcmaster.ca

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Cited by 4 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. Shear resistance relaxation of granular materials under vibration and restricted deforming conditions;Géotechnique;2023-09-28

2. Experimental and modelling investigation of vibration‐induced fluidization in sheared granular soils;International Journal for Numerical and Analytical Methods in Geomechanics;2023-03-22

3. Experimental investigation of vibration-induced shear resistance reduction in sheared granular soils;Canadian Geotechnical Journal;2023-01-01

4. Vibro-induced weakening of interface friction between granular materials and textured surfaces: An experimental study with a modified direct shear apparatus;Soil Dynamics and Earthquake Engineering;2022-07

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