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    Evolution of Load Reduction for High-Filled Cut-and-Cover Tunnels Subjected to Soil Creep 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 009:;page 04021172-1
    Author(s): Sheng Li; Yuchi Jianie; I-Hsuan Ho; Li Ma; Bentian Yu; Changdan Wang
    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 ...
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    DSpace software copyright © 2002-2015  DuraSpace
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