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Normal fault and tunnel interaction in dry sand with different density

عنوان مقاله: Normal fault and tunnel interaction in dry sand with different density
شناسه ملی مقاله: CAUCONG02_004
منتشر شده در دومین کنگره بین المللی مهندسی عمران، معماری، مصالح ساختمانی و محیط زیست در سال 1401
مشخصات نویسندگان مقاله:

Milad Tajdini - Ph.D. Geotechnical Engineering
Ehsan Nam Avar Pashandi - Bs.C. Industrial Isfahan University
Oktay Sedaghat - Bs.C. Islamic Azad University Gorgan

خلاصه مقاله:
Earthquakes are potentially devastating natural events which threaten lives, destroy properties, and disrupt life-sustaining services. The primary cause of earthquakes is the rupture of faults in the earth’s crust and the associated rapid slip on these faults. In most cases, due to the existence of fault ruptures as well as local soil failures, permanent ground deformations occur during a strong earthquake event. Permanent ground deformations, due to fault rupture, is a significant threat for many man-made structures including houses, highways, tunnels, bridges, as well as water, gas, oil and sewer lines. In order to investigate the pattern of rupture propagation for different relative tunnel positions. When the fault ruptures emerge at or adjacent to the position of existing tunnels, significant damage to the tunnels can occur. The objective of this paper is to study the interaction of an embedded tunnel within a soil layer, while normal faulting imposes soil deformations.

کلمات کلیدی:
Fault Rupture; Tunnel; Sand; Tunnel Interaction

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/1566515/