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Analogical model test and theoretical analysis on zonal disintegration based on filed monitoring in deep tunnel
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing.
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing.
Research Center of Geotechnical and Structural Engineering, Shandong University, Jinan.
Research Center of Geotechnical and Structural Engineering, Shandong University, Jinan.
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2013 (Engelska)Ingår i: European Journal of Environmental and Civil Engineering, ISSN 1964-8189, E-ISSN 2116-7214, Vol. 17, nr Suppl. 1, s. 33-52Artikel i tidskrift (Refereegranskat) Published
Abstract [en]

Field monitoring carried out in a deep tunnel of the Dingji coal mine in China confirmed the zonal disintegration phenomenon by using the borehole TV. Based on field monitoring, an analogical model test was conducted to research the fracture shape and forming conditions of the rock mass in the Dingji mine. To perform the model test, an analogical material and optical sensor were developed independently. Through the test, the occurrence of zonal disintegration was confirmed and the forming process was monitored. The fracture pattern of zonal disintegration was determined, and the radii of the fractured zones were found to fulfil the relationship of geometric progression. The displacement laws of surrounding rocks during zonal disintegration were obtained and found to be non-monotonic. The test results are in agreement with the field-monitoring results. Through a theory analysis based on fracture mechanics, the mechanism of zonal disintegration was revealed. The fracture zones occur as circles concentric to the cavern periphery, which is the “false face”. Each fracture zone ruptures at the elastic–plastic boundary of surrounding rocks and then coalesces into a circle. The geometric progression ratio was determined; it is related to the mechanical parameters and ground stress of the surrounding rocks and calculated as follows: And the mechanism of the non-monotonic displacement law is revealed; the continuous formation of the “false face” causes the geostress redistribution and crack opening.

Ort, förlag, år, upplaga, sidor
2013. Vol. 17, nr Suppl. 1, s. 33-52
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URN: urn:nbn:se:ltu:diva-12589DOI: 10.1080/19648189.2013.834584ISI: 000328475500003Scopus ID: 2-s2.0-84890793053Lokalt ID: bc074d6e-ccc3-4fd9-88a8-417b6cd37d91OAI: oai:DiVA.org:ltu-12589DiVA, id: diva2:985540
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Godkänd; 2013; 20131015 (andbra)Tillgänglig från: 2016-09-29 Skapad: 2016-09-29 Senast uppdaterad: 2018-07-10Bibliografiskt granskad

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