Response of overlying masonry structure induced by double track EPBM cutting through cemented soil composite pile foundation field measurements and numerical analysis
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DOI: 10.1038/s41598-025-85435-y
Abstract: This article uses the engineering background of the Zhengzhou Metro Line 5 with a cement-soil group pile composite foundation. It simplifies the composite foundation using the area-weighted composite modulus method and establishes a finite element… read more here.
Keywords: pressure; composite foundation; structure; epbm ... See more keywords