Study on Transverse Seismic Response Characteristics of Large Diameter Vertical Double-Layer Overlapping Pipe Jacking in the Soil-Rock Composite Stratum

Study on Transverse Seismic Response Characteristics of Large Diameter Vertical Double-Layer Overlapping Pipe Jacking in the Soil-Rock Composite Stratum

The sharp change of stiffness in the soil–rock combination stratum is the weak point in the seismic design of the pipe jacking structure. To study the seismic response characteristics of vertical double-layer overlapping pipe jacking, based on the typical soil–rock combination strata in Jinan, two e...

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Bibliographic Details
Main Authors: Lingxiao Ding, Guangbiao Shao, Jinhua Shang, Jianyong Han
Format: Article
Language:English
Published: MDPI AG 2023-02-01
Series:Applied Sciences
Subjects:
soil–rock combination stratum
double-layer vertical pipe jacking
seismic response
numerical calculation
Online Access:https://www.mdpi.com/2076-3417/13/4/2343

Internet

https://www.mdpi.com/2076-3417/13/4/2343

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