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Regularities of Plastic Deformation Zone Formation Around Unsupported Shafts in Tectonically Disturbed Massive Rock

In the presented paper, an approach to assessing the size of the plastic deformation zone around a circular cavity intersecting a crushed disintegrated layer in tectonically stressed massive rock is suggested. Fractured rock zones of different quality and spatial configurations are investigated in order to predict the size of dangerous plastic deformation zones or zones of potential rock collapses. The analysis is performed by means of numerical modeling after preliminary verification of the model by in situ and monitoring data. The paper explores the impact of such parameters of the fractured rock zone as the GSI index, the true thickness of the zone, and its inclination angle relative to the plane perpendicular to the axis of the excavation. It was found that with the increase in the thickness and angle of inclination of the fractured rock zone, the size of the hazardous zone in the vicinity of the excavation increases, while with the increase in its strength characteristics, the size of the potential failure zone decreases. According to the results of the study, qualitative dependencies are established, which localize and predict the size of the danger zone, or the potential failure zone in the vicinity of an unfixed excavation.

Ketersediaan
#
Perpustakaan BIG (Eksternal Harddisk) 550
366
Tersedia
Informasi Detail
Judul Seri
Geosciences
No. Panggil
550
Penerbit
Switzerland : MPDI.,
Deskripsi Fisik
16 hlm PDF, 1.418 KB
Bahasa
Inggris
ISBN/ISSN
2076-3263
Klasifikasi
550
Tipe Isi
text
Tipe Media
-
Tipe Pembawa
online resource
Edisi
Vol.15, Issue 1, January 2025
Subjek
fractured rock zone
tectonically disturbed massif
vertical excavation
stress–strain state
rock pressure
rock massif
Info Detail Spesifik
Geosciences
Pernyataan Tanggungjawab
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Tidak tersedia versi lain

Lampiran Berkas
  • Regularities of Plastic Deformation Zone Formation Around Unsupported Shafts in Tectonically Disturbed Massive Rock
    In the presented paper, an approach to assessing the size of the plastic deformation zone around a circular cavity intersecting a crushed disintegrated layer in tectonically stressed massive rock is suggested. Fractured rock zones of different quality and spatial configurations are investigated in order to predict the size of dangerous plastic deformation zones or zones of potential rock collapses. The analysis is performed by means of numerical modeling after preliminary verification of the model by in situ and monitoring data. The paper explores the impact of such parameters of the fractured rock zone as the GSI index, the true thickness of the zone, and its inclination angle relative to the plane perpendicular to the axis of the excavation. It was found that with the increase in the thickness and angle of inclination of the fractured rock zone, the size of the hazardous zone in the vicinity of the excavation increases, while with the increase in its strength characteristics, the size of the potential failure zone decreases. According to the results of the study, qualitative dependencies are established, which localize and predict the size of the danger zone, or the potential failure zone in the vicinity of an unfixed excavation.
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