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In situ field shear test of rock mass plane on foundation surface of a high slope in Guizhou Province


Article Information

Title: In situ field shear test of rock mass plane on foundation surface of a high slope in Guizhou Province

Authors: Qingxiang Zheng, Wenhua Liu, Jiehe Lai

Journal: ARPN Journal of Engineering and Applied Sciences

HEC Recognition History
Category From To
Y 2023-07-01 2024-09-30
Y 2022-07-01 2023-06-30
Y 2021-07-01 2022-06-30
X 2020-07-01 2021-06-30

Publisher: Khyber Medical College, Peshawar

Country: Pakistan

Year: 2018

Volume: 13

Issue: 9

Language: English

Categories

Abstract

By using the system of anti-force frame, the problem of support difficult about counteraction bearing is solved in open-air rock mass shear test. When the strength of the foundation surface rock mass is tested in High Rock Slope Engineer, the normal load is provided by anti-force frame, and the horizontal load is supported on steep part of the different rock mass. The shear-break strength parameters and the shear strength parameters of the rock mass are analyzed. The curves of shear (break) normal stress ~ shear stress, t' ~ uh (uv) and t ~ uh (uv) are obtained. The experimental results show that the friction angle of the rock mass is 31.3°, close to its natural inclination.


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