Mechanical Characteristics and Safety Evaluation of Tunnel Lining Structures in Karst Areas Under Heavy Rainfall Conditions

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Detaylı Bibliyografya
Yayımlandı:	Buildings vol. 15, no. 10 (2025), p. 1756
Yazar:	Qian Wangping
Diğer Yazarlar:	Tang, Xu, Ma, Xiaoxin, Wang, Xiaonan
Baskı/Yayın Bilgisi:	MDPI AG
Konular:	Structural engineering Water pressure Karst Structural safety Tunnels Rainfall Drainage Safety Mechanical properties Rocks Tunnel linings Tunnel construction Case studies Design optimization Simulation Construction Bending moments Structural integrity Failure modes Optimization Water damage Internal forces Holes Structural stability
Online Erişim:	Citation/Abstract Full Text + Graphics Full Text - PDF
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