Application of Double-Row Piles in the Deep Excavation for a Metro Parking Facility

Abstract

Abstract: In addition to the general requirement for the strength and stability, the DoubleRow pile deep excavation supporting system has the advantage of less impedance to the construction of the excavated zone, smaller disturbance to the adjacent environments and the ease of soldier pile construction. This paper presents a case history of the application of DoubleRow pile supporting system in the deep excavation of an underground parking facility for the Wuhan Metro. 

Key words: DoubleRow Piles, Underground Metro Parking Facility, Deep Excavation

WANG Huang. Application of Double-Row Piles in the Deep Excavation for a Metro Parking Facility[J]. , 2016, 30(1): 47-49.

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[5]	YANG Bo, YANG Yang. Influence of Deep Excavation on the Deformation of Underlying Metro Tunnel [J]. Soil Engineering and Foundation, 2025, 39(5): 738-742.
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Application of Double-Row Piles in the Deep Excavation for a Metro Parking Facility

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