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- W2011488805 abstract "In certain regions of the world, designing deep foundations to withstand seismic loading is a reality. Seismic loading of structures and foundations reaches its most critical state as a cyclic lateral force. The response of soils and foundations to repetitive lateral forces is highly complex, relegating most design methods to be based upon overly conservative rules-of-thumb. The primary objective of this research was to analyze the mechanics of seismic loading on pile groups in clay soils. To achieve this a model testing facility was constructed to house a fully instrumented 1×5 model pile group that was subjected to cyclic lateral loading. An empirically based method for pile group design is suggested based upon the results generated from model pile group testing." @default.
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- W2011488805 date "1998-10-01" @default.
- W2011488805 modified "2023-10-18" @default.
- W2011488805 title "Investigation of a cyclic laterally loaded model pile group" @default.
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- W2011488805 doi "https://doi.org/10.1016/s0267-7261(98)00003-7" @default.
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