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Apr 26, 2012
Real-Time Remote Monitoring of Perturbed Force on Pre-Stressed Cable in Rock Slopes
Authors: M. C. He [email protected], [email protected], [email protected], B. Zhang [email protected], [email protected], [email protected], X. Han, J. L. Feng [email protected], [email protected], [email protected], and X. Chen [email protected], [email protected], [email protected]Author Affiliations
Publication: TCLEE 2009: Lifeline Earthquake Engineering in a Multihazard Environment
Abstract
An important consideration in slope studies is the installation of instrumentation for monitoring movements and stresses as well as groundwater conditions. In this paper, a monitoring technique for the evaluation of slope stability was developed to real-time remote monitor the perturbed forces on the cable through sliding body and sliding bed. The link between slope sliding force and remote monitoring perturbed forces was described by a simple relation based on the limit equilibrium principle of instantaneous rigid body, responded for slope sliding mechanism with the synthesized mechanical effects due to rain, groundwater change, and self weight of rock masses. Two typical applications show that the real-time remote intelligent monitoring of perturbed stresses in cables can be used to forecast and evaluate the stability of various reinforced slopes such as those formed on open-pits and expressway. This technique can be useful underground lifeline facilities such as pipelines, telecommunication and power cables.
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© 2009 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, D11 Xueyuan Road, Haidian District, Beijing 100083, China. E-mail: [email protected], [email protected], [email protected]
State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, D11 Xueyuan Road, Haidian District, Beijing 100083, China. E-mail: [email protected], [email protected], [email protected]
X. Han
Heilongjiang Institute of Science and Technology, Harbin 150027, China
State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, D11 Xueyuan Road, Haidian District, Beijing 100083, China. E-mail: [email protected], [email protected], [email protected]
State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, D11 Xueyuan Road, Haidian District, Beijing 100083, China. E-mail: [email protected], [email protected], [email protected]
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