接口(物质)
循环应力
剪切(地质)
材料科学
直剪试验
岩土工程
剪应力
土工试验
计算机科学
地质学
复合材料
土壤水分
土壤科学
毛细管数
毛细管作用
作者
Mu’ath I. Abu Qamar,Muhannad T. Suleiman
出处
期刊:Geotechnical Testing Journal
[ASTM International]
日期:2023-05-01
卷期号:46 (3): 488-509
被引量:3
摘要
Abstract Cyclic loading acting on foundations supporting renewable energy systems affects the soil-structure interface properties and shear resistance. The cyclic shear stress and cyclic displacement applied to the cohesive soil-structure interface may cause volume changes and pore pressure build up in the surrounding soil. This article focuses on the development of a new testing device named the cyclic interface shear test (CIST). The CIST is a fully automated device developed to directly measure the response of cohesive soil-structure interface for foundations subjected to long-term cyclic axial loading. This article describes the newly developed testing device, including the design of the shear head and the three-dimensional (3D) printed interface elements, as well as the control system and data acquisition system. Furthermore, the article presents the sample preparation for clayey soil and the recommended testing procedure for conducting static or cyclic interface shear tests, or both. The developed CIST device is capable of applying one-way, two-way, or combined one- and two-way cycles. Furthermore, the CIST is capable of applying different amplitudes, a range of loading frequencies, and a large number of cycles. To demonstrate the capabilities of the CIST device and to finalize the testing procedure, a series of preliminary CISTs and a static baseline test on cohesive soil-3D printed interface were performed.
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