A Study of Instantaneous Shear Mechanical Properties on the Discontinuity of Rock Mass Based on 3D Morphological Properties | Zendy

Qingzhao Zhang | Zendy; Zejun Luo | Zendy; BoAn Jang | Zendy; Qiuyi Wang | Zendy; Zhen Zhong | Zendy; He Jiang | Zendy

Open Access

A Study of Instantaneous Shear Mechanical Properties on the Discontinuity of Rock Mass Based on 3D Morphological Properties

Author(s) -

Qingzhao Zhang,

Zejun Luo,

BoAn Jang,

Qiuyi Wang,

Zhen Zhong,

He Jiang

Publication year - 2021

Publication title -

geofluids

Language(s) - English

Resource type - Journals

SCImago Journal Rank - 0.44

H-Index - 56

eISSN - 1468-8123

pISSN - 1468-8115

DOI - 10.1155/2021/5549223

Subject(s) - classification of discontinuities , discontinuity (linguistics) , direct shear test , shear (geology) , rock mass classification , simple shear , stiffness , geology , materials science , geotechnical engineering , geometry , composite material , mathematics , mathematical analysis

In order to study the instantaneous mechanical properties of rock mass discontinuities with different 3D morphologies during the shear process, the Brazilian splitting method is used to prepare natural rock mass discontinuities, and the high-precision 3D scanning test of discontinuities is carried out. The Z 2 is selected as the evaluation parameter of the discontinuities. Based on the graded cyclic shear test results of discontinuities, the influence of the morphology characteristics on the strength and deformation characteristics is analyzed. With the increase of shear times, the 3D morphology characteristic parameters of the structural plane decrease steadily after the graded cyclic shear. Based on the test curve, the graded cyclic shear characteristics of rock mass discontinuities are analyzed from the shear deformation, and the shear process of the discontinuities is finely divided by combining with the variation characteristics of shear stiffness. Combined with the 3D morphology parameters, an empirical formula for the shear strength of discontinuities is proposed. Through verification, the effect of the new model is better than that of the classical JRC-JCS model.

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