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RISEvolution of Load Reduction for High-Filled Cut-and-Cover Tunnels Subjected to Soil Creep
Publisher: ASCE
Abstract: The excessive load from the high embankments of high-filled cut-and-cover tunnels (HFCCTs) threatens the safety and stability of HFCCTs. Relatively low-compacted (RLC) soil can reduce such loads in the short term, but the ...
Coupled Effect of Cross-Sectional Shape and Load Reduction on High-Filled Cut-and-Cover Tunnels Considering Soil–Structure Interaction
Publisher: ASCE
Abstract: High-filled cut-and-cover tunnels (HFCCTs) are common in northwestern China because their construction allows usable land over the CCT to be reclaimed. However, due to the unique landforms of the Loess Plateau in this ...