Modeling of Post-Failure Behavior of the Rock Mass and its Effect on the Stress-Deformation State in the Vicinity of a Mining Excavation

Marczak, Halina

doi:10.12913/22998624/108647

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Tytuł artykułu

Modeling of Post-Failure Behavior of the Rock Mass and its Effect on the Stress-Deformation State in the Vicinity of a Mining Excavation

Autorzy

Marczak Halina

Treść / Zawartość

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DOI

10.12913/22998624/108647

Warianty tytułu

Języki publikacji

Abstrakty

The study investigated the impact of post-failure properties of the rock mass on the stress-deformation state in the vicinity of the underground excavation and the pressure exerted on the support. An analytical solution to the problem was presented, including the creation of inelastic zones in the vicinity of the excavation: ideal-plastic zone with residual strength and plastic zone with mild decrease of rock medium strength and taking into account the dilatancy. The analysis of the obtained dependencies was carried out using geotechnical parameters characterizing the Carboniferous rock mass of a hard coal mine. The influence of the plastic zone was determined with a mild decrease in strength to the state of stress, deformation and pressure on the rock mass support. The results of the considerations were compared with the solution, which omitted the softening of the rock mass and the solution based on the model of the elastic-plastic-brittle medium. The results of the analysis broaden the knowledge on the behavior of the rock medium in the vicinity of the excavation. The obtained solution can be further developed in order to enable its practical application, especially under the conditions in which the behavior of the rock medium in the vicinity of the excavation well reflects the elastic-plastic model with a gentle drop in the strength of the rock material.

Słowa kluczowe

rock mass model modeling of excavations strain and displacement stress analysis elastic-plastic model with strain-softening Mohr-Coulomb criterion inelastic zones

model masy skalnej modelowanie wykopów odkształcenie i przemieszczenie analiza naprężenia model sprężysto-plastyczny z miękkim odkształceniem kryterium Mohra Coulomba strefy nieelastyczne

Wydawca

Lublin University of Technology
Polish Society of Ecological Engineering (PTIE), Branch of PTIE in Lublin

Czasopismo

Advances in Science and Technology. Research Journal

Rocznik

2019

Tom

Vol. 13, no 2

Strony

130--140

Opis fizyczny

Bibliogr. 35 poz., fig.

Twórcy

autor

Marczak Halina

h.marczak@pollub.pl

Faculty of Mechanical Engineering, Lublin University of Technology, Lublin

Bibliografia

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Uwagi

Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019).

Typ dokumentu

Bibliografia

Identyfikator YADDA

bwmeta1.element.baztech-00ce0c97-d766-4f92-af27-f9b5df8b6261