Stability assessment of tunnel face in a layered soil using upper bound theorem of limit analysis
Underground tunnelling is one of the sustainable construction methods which can facilitate the increasing passenger transportation in the urban areas and benefit the community in the long term. Tunnelling in various ground conditions requires careful consideration of the stability factor. This paper...
محفوظ في:
المؤلفون الرئيسيون: | Khezri, N., Mohamad, H., Fatahi, B. |
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التنسيق: | مقال |
منشور في: |
Techno Press
2016
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الموضوعات: | |
الوصول للمادة أونلاين: | http://eprints.utm.my/id/eprint/72038/ https://www.scopus.com/inward/record.uri?eid=2-s2.0-84988914607&doi=10.12989%2fgae.2016.11.4.471&partnerID=40&md5=7073d98527964f3b7464e48de8ae50ac |
الوسوم: |
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مواد مشابهة
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Stability assessment of tunnel face in a layered soil using upper bound theorem of limit analysis
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