A review of cyclic simple shear test on soils: challenges and new solutions

Springer Science and Business Media LLC - Tập 14 - Trang 49-59 - 2022
B. R. Madhusudhan1
1Centre for Industrial Consultancy and Sponsored Research (IC and SR), Geotechnical Engineering Division, Department of Civil Engineering, Indian Institute of Technology Madras, Chennai, India

Tóm tắt

Conventional and earlier versions of the cyclic simple shear tests employed specimens confined within stacked rings or wire reinforced membranes or rigid boundary platens. A new type of cyclic simple shear where the specimens are tested within the confines of a flexible membrane as in the case of the conventional cyclic triaxial testing system is presented and described. The principles, the advantages, and the stated limitations in the past studies related to conventional testing systems are discussed. This paper assesses the advantages of the new type (confining pressure type) of a cyclic simple shear system over the previous versions and the need for using it to determine the dynamic response of soils.

Tài liệu tham khảo

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