Chapter
Mar 17, 2022
Steel H-Pile Design and Installation for Redevelopment of a Former Landfill Site
Authors: Meena Viswanath, M.ASCE [email protected], Christopher Hunt, Ph.D., M.ASCE [email protected], and Sophia Palumbo, A.M.ASCE [email protected]Author Affiliations
Publication: Geo-Congress 2022
ABSTRACT
Development of brownfields, including former landfills, into commercial, industrial, or mixed-use properties is increasing. However, design and construction of such redevelopment projects is complex and must consider a variety of geotechnical, structural, environmental, and regulatory hurdles. This paper describes the design and construction challenges of installing deep foundations through refuse and soft clay strata to a variable bearing layer. Design challenges included developing axial capacity in soft soils and providing sufficient lateral capacity for seismic loading after settlement of soils around the piles. Construction challenges included early refusal; low blow counts at the target tip elevation; repeated misfires when driving through the soft Young Bay Mud; maintaining pile verticality through the MSW; and broken or unusable piles.
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REFERENCES
Ensoft, Inc. (2018). LPILE v10: Analysis and Design of Deep Foundations Under Lateral Loads.
Fellenius, B. H. (2006). Basics of Foundation Design. <www.Fellenius.net>23 January 2019.
RWQCB (California Regional Water Quality Control Board). Updated Waste Discharge Requirements for Sierra Point Development Company, The City of Brisbane, Sierra Point Associates One, Sierra Point Associates Two, Hitachi America Ltd., Tuntex Properties Inc., and Argentum International Inc., Sierra Point Class III Solid Waste Disposal Site, Brisbane, San Mateo County. Oakland, CA.
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Published online: Mar 17, 2022
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1Geosyntec Consultants, Columbia, MD. Email: [email protected]
2Geosyntec Consultants, Oakland, CA. Email: [email protected]
3Geosyntec Consultants, Oakland, CA. Email: [email protected]
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