Numerical Simulation of Uplift Behavior of a Rock-Socketed Pier Anchored by Inclined Anchors in Rock Masses

The rock-socketed pier anchored by inclined anchors (RPIA) is a new type of foundation developed by combining a rock-socketed pier and inclined anchors. Current research on RPIA is relatively limited, and the impact of design parameters on its bearing performance remains unclear. To investigate the...

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Hlavní autoři:	Yuan Peng, Qijun Shu, Huayu Zhang, Hao Huang, Yiqing Zhang, Zengzhen Qian
Médium:	Artigo
Jazyk:	Inglês
Vydáno:	MDPI AG 2024-12-01
Edice:	Buildings
Témata:	numerical simulation rock-socketed pier anchored by inclined anchors rock mass Taguchi method
On-line přístup:	https://www.mdpi.com/2075-5309/14/12/3987
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