Numerical analysis of the tunnel uplift behavior subjected to seismic loading
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Seismic loading has always been a major concern for any engineering structures, and thereby, underground facilities (e.g., tunnels) are not exceptional. It is due to the seismically induced uplift and instability of tunnels caused by the large deformation of liquefiable soils. Therefore, the tunnel uplift behaviors subjected to seismic loading are always taken into account in any designing stages of tunnels.
Nội dung trích xuất từ tài liệu:
Numerical analysis of the tunnel uplift behavior subjected to seismic loading
Nội dung trích xuất từ tài liệu:
Numerical analysis of the tunnel uplift behavior subjected to seismic loading
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Excess pore pressure Liquefiable soils Numerical analysis Seismic loading Tunnel upliftTài liệu liên quan:
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