ISSN 2096-4498
CN 44-1745/U
Tunnel Construction ›› 2015, Vol. 35 ›› Issue (10): 969-980.DOI: 10.3973/j.issn.1672-741X.2015.10.001
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SUN Jun1,3, PAN Xiaoming1,2, WANG Yong3
Received:
Online:
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Abstract:
The project cases, definition and engineering property of huge deformation of surrounding rocks are presented; 3 worldwide commonlyused prediction methods for squeezing deformation of surrounding rocks, i.e., empirical prediction method, semiempirical prediction method and trial testing method, are systematically summarized. The prediction method for the squeezing deformation of surrounding rocks proposed by Hoek in 1999 (semiempirical semitheoretical prediction method) is used to evaluate the stability of the surrounding rocks of F7 fault of ridge section of Wushaoling tunnel, the reliability of the prediction method is assessed and conclusion is drawn as follows: the probability of the deformation prediction failure of supported tunnels is much smaller than that of unsupported tunnels, that is to say, the magnitude of the convergence of the surrounding rocks of unsupported tunnels is more difficult to be controlled. The theoretical analysis on the squeezing deformation of the surrounding rocks of tunnels by means of 3D nonlinear rheology made by the authors, as well as the development of the corresponding software, are presented; and the calculated result is compared with the measured results, which shows that the result calculated according to the 3D mode of the huge deformation is more close to the field conditions than that calculated according to the 2D mode of the small deformation. Finally, a new type of largescale yielding rock bolt/prestressed anchor cable is proposed to control the development of the huge deformation of the surrounding rock of tunnels; the mechanisms and advantages of the new type of largescale yielding rock bolt/prestressed anchor cable are analyzed, the structures and types thereof are presented, and the concept of future researches are provided; the new type of largescale yielding rock bolt/prestressed anchor cable has been successfully applied in several projects and good economic and technical results have been achieved.
Key words: tunnel, soft surrounding rock, squeezing, huge deformation, prediction, small deformation 2D nonlinear cohesiveelasticplastic constitutive model, hugedeformation 3D elasticcohesiveplastic constitutive model, largescale yielding rock bolt/prestressed anchor cable
CLC Number:
U 455
SUN Jun, PAN Xiaoming, WANG Yong. Study on Nonlinear Rheologic Mechanical Property of Squeezing Deformation of Soft Surrounding Rock in Tunneling and Its Anchorage Mechanism[J]. Tunnel Construction, 2015, 35(10): 969-980.
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