Interplay of Tunnel Geometry and Shallow Foundation Stability in Rock: Comparative Insights into Failure Modes

Author:

Kumar Aayush1ORCID,Chauhan Vinay Bhushan2ORCID,Kumar Piyush1ORCID,Chauhan Akhilesh Kumar3ORCID,Singh Pradeep4ORCID

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, Madan Mohan Malaviya Univ. of Technology, Gorakhpur 273010, India. ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, Madan Mohan Malaviya Univ. of Technology, Gorakhpur 273010, India (corresponding author). ORCID: .

3. Associate Professor, Dept. of Mechanical Engineering, Kamla Nehru Institute of Technology, Sultanpur 228118, India. ORCID: .

4. Dept. of Civil Engineering, Madan Mohan Malaviya Univ. of Technology, Gorakhpur 273010, India. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference40 articles.

1. Undrained stability of wide rectangular tunnels

2. Athar, M. F., M. Zaid, and M. R. Sadique. 2019. “Stability of different shapes of tunnels in weathering stages of basalt.” In Proc., of National Conf. on Advances in Structural Technology, 320–327. Sichar, India: NIT Silchar.

3. Stability of Spread Footing Above Void in Clay

4. Stability analysis of a circular tunnel underneath a fully liquefied soil layer

5. Bearing Capacity of Strip Footing above Void

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