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  • Chapter 8 Foundation Design

    micro-piles, etc.) foundations are addressed. In general, the load and resistance factor design approach (LRFD) as prescribed in the AASHTO LRFD Bridge Design Specifications shall be used, unless a LRFD design methodology is not available for the specific foundation type being considered (e.g., micro-piles). Structural design

  • Types of Retaining Walls

    Secant Pile Walls. These walls are formed by the intersection of individual reinforced concrete piles. These piles are built by using drilling mud (bentonite) and augering. The secant piles overlap by about 3 inches. An alternative are the tangent pile walls, where the piles do not have any overlap. These piles are constructed flush with each

  • Design & Construction of Micropiles

    The sizes of micropiles constructed in Malaysia vary from 100mm to 350mm carrying load from 150kN to 2,800kN respectively Other advantages of micropiles are high carrying capacity, less site constraint problems and self sustained operation. This piling system is therefore attractive to both the client and the foundation designer.

  • ESTIMATING LABOR UNIT DATA FOR CONCRETE CONSTRUCTION

    uch has been said about concrete and its wide range of usage in the construction field, but all too little has been said of the cost of labor for the installa-Heavy Mat or Pile Ca p Fa b ri c a t e .035 .010 – . 0 4 5 Erect .054 .022 .001 . 0 7 7 St r ip & clean .008 .023 .001 . 0 3 2 Total .097 .055 .002 . 1 5 4.

  • Precast driven concrete piles

    Pile sizes range from 200mm² simply reinforced compression only piles, up to 400mm² fully reinforced, mechanically jointed piles with considerable compression, shear, tension and moment capacities. Our extensive pile size range provides costs effective solutions compared with other deep foundation techniques, as our clients only ever use the pile size and pile length they require.

  • TECHNICAL DETAILS AND SAMPLE CALCULATIONS

    Prestressed Piling Prestressed concrete piling are vital elements in the foundations of buildings, bridges and marine structures throughout the world. They vary in size from 10 in. (254 mm) square piles used in building foundations to the 66 in. (1676 mm) diameter cylinder piles used in marine structures and bridges.

  • Cutting Solutions | Oceaneering

    This tool severs piles, caissons, and braces internally at least 15 ft (5 m) below the mudline, using AWJC technology. The ICT completes mid-water cuts on jacket legs and risers to enable safe and easy recovery of piles through the jacket. Standard ICTs cut pile diameters from 20 in to 120 in, but can be modified for smaller-diameter cuts.

  • MODULE 2a SHORING BASICS

    Total for 8” concrete slab, 6” of debris, allowance for lights & ceiling, and 10psf for rescuers = 105,000 lbs (In this case the 10psf allows for 24-250lb rescuers, which seems to be reasonable) WEIGHTS OF COMMON BUILDING CONSTRUCTION • Concrete floors = 90 to 150 psf – Light weight concrete is about 80%

  • HIGHWAY DESIGN MANUAL

    Bridge-size culverts (>20 ft.) warrant more complex hydraulic and foundation treatments which require the expertise of a bridge engineer. Simpler, less complex, large culvert-size structures (≤20 ft.) may be designed by highway engineers with minimal oversight of a bridge engineer. Any questions on whom should design a specific-size

  • Driven Precast Concrete Pile: Construction, Applications

    Driven precast concrete piles are particularly suited where the founding stratum is overlain by soft deposits and aggressive or contaminated soils. Piles are manufactured in factories under high-quality control, and consist of segmental lengths of reinforced concrete sections of lengths between 3m and 15m with required or standard cross-section.

  • OVERVIEW OF CONSTRUCTION AND DESIGN OF AUGER

    concrete and reinforcement. On the other end are full-displacement piles, such as closed-ended pipe piles or precast reinforced concrete piles, which are typically driven into the ground. Driven piles preload the materials below the toe of the pile and displace the soil surrounding the pile shaft laterally during the installation process.

  • Introduction of JFE Steel Corporation

    J-pocket piles (JPP) are new steel vertical cut-off walls designed for use in final disposal sites of controlled waste. The piles feature a pocket (having a diameter in the order of 10 mm) formed by rolling at the bottom face of the claw of conventional steel sheet piles. This allows

  • Concrete Block (CMU) Sizes, Shapes, and Finishes

    Concrete Masonry Units (CMUs) are manufactured in a variety of sizes. They are identified by their depth – i.e. the thickness of the wall they create. For instance, a 6" CMU is nominally 6" deep while a 10" CMU is nominally 10" deep. Concrete blocks also come in half-sizes, which are helpful in reducing the need to cut blocks in the field at

  • Breaking Down of Piles (FPS)

    Bored cast in place concrete piles should always be cast to a level above the specified cut-off such that, after trimming, a sound concrete connection with the pile can be made. Continuous flight auger piles and any other type concreted or grouted through the auger stem during extraction must always be concreted to the commencing surface level.

  • Recommended Practice for Design, Manufacture, and

    pile sizes, and pile shapes, should conform to local practicespiles. Techniques related to the cutting or occasional extensionPCI STD-112, Standard Prestressed Concrete Piles PCI STD-113, Prestressed Concrete Sheetpiles 1.2.4 American Welding Society (AWS) standards

  • DESIGN OF PRESTRESSED CONCRETE PILE FOUNDATIONS

    ite with the proper size hammer will develop the maximum pile capacity available. Normally pile capacities ranging from 75 to 250 tons are speci-fied for driven prestressed concrete piles used in building foundations. The Dead load 1358 I 1902. I Live load 862 1463 Wind 56 4 B. Perimeter. Interior panel Corner wall j load at panel load, mullion, kips kips per ft

  • 3

    Standard Plan Piles. The Standard Plans, Sheets B2-3 (16 ” AND 24 ” CAST-IN-DRILLED-HOLE CONCRETE PILE), B2-5 (PILE DETAILS CLASS 90 AND CLASS 140), and B2-8 (PILE DETAILS CLASS 200) provide the upper limit of nominal axial structural resistance in tension and compression. When Standard Plan Class piles are specified, and unless otherwise

  • PRECAST LIFTING AND FIXING SYSTEMS

    – Steel wire swaged to form a loop; can be cast into concrete without additional tail – Load capacity 800 – 25000 kg; large sizes easily made to order – Use with standard crane hook; normally cut off after use Cast in polypropylene hoops 18 – Economic lifting for small components up to 1200 kg – Cut off after use; no corrosion problems

  • Foundation Shims | MW Components

    They are generally produced without a coating, so they retain a standard steel finish. Standard thicknesses range from 1/16” to 1” Available in 2”, 3”, and 4” square profiles. Saw cut and deburred – for ease of handling.

  • Types of Piles: Their Characteristics and General Use

    of concrete piles were devised. These early concrete piles were the cast-in-place type. Further development of the concrete pile led to the precast pile and, relatively recently, to the prestressed concrete pile. The need for extremely long piles with high bearing capacity led to the use of concrete-filled steel-pipe piles about 50 to 60 years ago.

  • 3

    Standard Plan Piles. The Standard Plans, Sheets B2-3 (16 ” AND 24 ” CAST-IN-DRILLED-HOLE CONCRETE PILE), B2-5 (PILE DETAILS CLASS 90 AND CLASS 140), and B2-8 (PILE DETAILS CLASS 200) provide the upper limit of nominal axial structural resistance in tension and compression.