secant piles lockport pool major rehab ... - construction

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SECANT PILES Project Report LOCKPORT POOL MAJOR REHAB LOCKPORT, ILLINOIS Owner: U.S. Army Corps of Engineers General Contractor: ASI Constructors Design/Build Specialty Contractor: Schnabel Geostructural Design & Construcon Start/Compleon Date: November 2015 - February 2016 For more informaon on this project or any other of our projects please contact Schnabel at: (703) 742-0020 or visit our website at www.schnabel.com Project Summary The exisng canal wall was starng to crumble, which led to a secon of it being replaced with Roller Compacted Concrete (RCC). This new secon was offset from the original canal, and two secant pile cutoff walls were designed to connect the new secon to the exisng secon. These secant piles were socketed into rock and overlapped the new RCC and exisng canal wall in order to make the transion. Project Relevancy A series of overlapping secant piles were installed through the exisng rock fill and overburden, and socketed up to 11’ into the Dolomite bedrock. Vercality was measured on every secant pile installed. Difficult access and site constraints were overcome with proper sequencing and scheduling of different equipment and operaons.

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Page 1: SECANT PILES LOCKPORT POOL MAJOR REHAB ... - Construction

SECANT PILES

Project Report

LOCKPORT POOL MAJOR REHABLOCKPORT, ILLINOIS

Owner: U.S. Army Corps of EngineersGeneral Contractor: ASI ConstructorsDesign/Build Specialty Contractor:Schnabel Geostructural Design & ConstructionStart/Completion Date: November 2015 - February 2016

For more information on this project or any other of our projectsplease contact Schnabel at:

(703) 742-0020 or visit our website at www.schnabel.com

Project SummaryThe existing canal wall was starting to crumble, which led to a section of it being replaced with Roller Compacted Concrete (RCC). This new section was offset from the original canal, and two secant pile cutoff walls were designed to connect the new section to the existing section. These secant piles were socketed into rock and overlapped the new RCC and existing canal wall in order to make the transition.

Project RelevancyA series of overlapping secant piles were installed through the existing rock fill and overburden, and socketed up to 11’ into the Dolomite bedrock. Verticality was measured on every secant pile installed. Difficult access and site constraints were overcome with proper sequencing and scheduling of different equipment and operations.