Development of Cyclic Interface Shear Test Device and Testing Procedure to Measure the Response of Cohesive Soil-Structure Interface-Reference-Cited by-同舟云学术

Development of Cyclic Interface Shear Test Device and Testing Procedure to Measure the Response of Cohesive Soil-Structure Interface

Published:2023-03-17 Issue:3 Volume:46 Page:20210270
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Abu Qamar Mu’ath I.¹,Suleiman Muhannad T.²

Affiliation:

1. Department of Civil Engineering, Yarmouk University, 414 Hijjawi Faculty for Engineering Technology Building, Irbid 21163, Jordan, https://orcid.org/my-orcid?orcid=0000-0002-2929-1134

2. Department of Civil and Environmental Engineering, Lehigh University, 326 STEPs Building, 1 W. Packer Ave., Bethlehem, PA 18015, USA (Corresponding author), e-mail: mts210@lehigh.edu, https://orcid.org/0000-0001-6920-9337

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference69 articles.

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2. Abu Qamar, M. I. and M. T. Suleiman. 2021. “Evaluating Effects of Cyclic Axial Loading on Soil-Pile Interface Properties Utilizing a Recently Developed Cyclic Interface Shear Test Device.” In IFCEE 2021, 366–376. Reston, VA: American Society of Civil Engineers. https://doi.org/10.1061/9780784483404.033

3. Abu Qamar, M. I. and M. T. Suleiman. 2022. “Evaluating the Influence of Surface Roughness on Interface Shear Strength of Cohesive Soil-Structure Interface Subjected to Axial Monotonic Loading.” In Geo-Congress 2022, 281–291. Reston, VA: American Society of Civil Engineers. https://doi.org/10.1061/9780784484029.028

4. Interface Properties of Sands;Acar;Journal of Geotechnical and Geoenvironmental Engineering,1982

5. Cyclic Response of Calcareous Soil from the North-West Shelf of Australia;Airey;Géotechnique,1991

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