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A Novel Solution for Restoration of Deteriorated Piles - Part 1

16 | JUNE 2011 www.mcsmag.com PROJECT PROFILES A Novel Solution for Restoration of Deteriorated Piles - Part 1 By Mo Ehsani and Mark Croarkin This is part one of a two-part article on the restoration of deteriorated piles.

ITEM NO. 17551.9922 M - BORED-IN PILES - DESIGN LOAD LESS ...

item no. 17551.9922 m - bored-in piles - design load less than 900 kn item no. 17551.9923 m - bored-in piles - design load of 900 kn or more item no. 17551.9924 m - bored-in piles - with extended lengths - design load less than 900 kn item no. 17551.9925 m - bored-in piles - with extended ...

SECTION 702 LOAD-BEARING PILES

SECTION 702 LOAD-BEARING PILES 702.1 Description. This work shall consist of furnishing and driving concrete and steel load-bearing piles to the minimum nominal axial compressive resistance and penetration required, at the location shown on the plans. 702.2 Material.

SECTION 31 63 16 AUGER CAST GROUT PILES

VA-101-11-RP-00XX VAMC San Juan 31 63 16 - 1 SECTION 31 63 16 AUGER CAST GROUT PILES PART 1 - GENERAL 1.1 DESCRIPTION This section specifies excavation and concrete required for

Allowable Stresses Iin Piles

: i.” Technical Ropo,rt Documontotion P -. . Roporc No. 2. Gov.rnm~nc Accearion No. 3. Recipient’s Cotolop NO. FHWA/RD-83/059 I. fitlo ond Subtitle --.---.-5.

ITEM 10551.0412 M - TREATED TIMBER PILES DESCRIPTION:

ITEM 10551.0412 M - TREATED TIMBER PILES 1 of5 DESCRIPTION: This work shall consist of installing treated timber piles for a timber harborwalk in accordance with the contract plans and specifications, and at locations shown in the contract plans or as directed by the engineer.

Steel Sheet Piling Design Manual

(FOR COARSE GRAINED SOILS) DRY UNIT WEIGHT, PCF Fig. 6 - Granular soils (after Navdocks 11) Table 4 shows friction angles for various soils against steel sheet piles.

Design & Construction of Bored Pile Foundation

Piles shall be selected by the Engineer for testing and detection of major faults, necking, discontinuities, and cross sectional areas of the piles.

Spoil Piles

SP-1 Dec. 1, 1992 Spoil Piles Description Spoil piles are excavated materials consisting of topsoil or subsoils that have been removed and temporarily stored during the construction activity.

COST INFORMATION OF COMPOSITE PILES

Chapter 10 - Cost information of composite piles 318 CHAPTER 10 COST INFORMATION OF COMPOSITE PILES 10.1 INTRODUCTION Composite materials have attractive features such as high resistance to corrosion, high strength to weight ratios, and the possibility of being used in infrastructure projects ...