Theoretical analysis of a new segmented anchoring style in weakly cemented soft surrounding rock

Zhao Zenghui; Wang Weiming; Wang Lihua

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Theoretical analysis of a new segmented anchoring style in weakly cemented soft surrounding rock

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According to the tensile failure of rock bolt in weakly cemented soft rock, this paper presents a new segmented anchoring style in order to weaken the cumulative effect of anchoring force associated with the large deformation. Firstly, a segmented mechanical model was established in which free and anchoring section of rock bolt were respectively arranged in different deformation zones. Then, stress and displacement in elastic non-anchoring zone, elastic anchoring zone, elastic sticking zone, softening sticking zone and broken zone were derived respectively based on neural theory and tri-linear strain softening constitutive model of soft rock. Results show that the anchoring effect can be characterized by a supporting parameter b. With its increase, the peak value of tangential stress gradually moves to the roadway wall, and the radial stress significantly increases, which means the decrease of equivalent plastic zone and improvement of confining effect provided by anchorage body. When b increases to 0.72, the equivalent plastic zone disappears, and stresses tend to be the elastic solutions. In addition, the anchoring effect on the displacement of surrounding rock can be quantified by a normalization factor δ.

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《矿业科学技术（英文版）》 |2016年第3期|401-407|共7页
作者
Zhao Zenghui; Wang Weiming; Wang Lihua;
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作者单位

1. Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation;

Shandong University of Science & Technology 2. State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and the Ministry;

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Theoretical analysis of a new segmented anchoring style in weakly cemented soft surrounding rock

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