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Click to chatFM 5-134 CHAPTER 3 PILE-DRIVING EQUIPMENT Section I. STANDARD PILE-DRIVING EQUIPMENT 3-1. Basic driving and installing methods. Piles are installed or driven into the ground
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Click to chat🕑 Reading time 1 minuteHeavy construction equipment are used for various purposes in large projects. Selection of different types of heavy equipment depends on the size of the work and economy of the project. These make construction process easier and faster. Contents Types of Heavy Construction Equipment1. Excavators2. Backhoe3. Dragline Excavator4. Bulldozers5. Graders6. Wheel Tractor
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Click to chat· Design the pile cap shown in the following figure with 12 in. diameter piles and a service load capacity of 50 tons each. The pile cap has normal-weight concrete with a compressive strength of 4000 psi and Grade 60 reinforcement. And the piles are embedded 4 in. into the pile cap. The axial loads on the column are due to dead and live loads and
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Click to chat· Concrete Mixer No 20 80 80 1 Vibratory Pile Driver No 20 95 101 44 Warning Horn No 5 85 83 12 Welder/Torch No 40 73 74 5 For each generic type of equipment listed in Table 9.1 the following information is provided an indication as to whether or not the equipment is an impact device the acoustical usage factor to assume for modeling purposes
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Click to chat· Concrete Mixer No 20 80 80 1 Vibratory Pile Driver No 20 95 101 44 Warning Horn No 5 85 83 12 Welder/Torch No 40 73 74 5 For each generic type of equipment listed in Table 9.1 the following information is provided an indication as to whether or not the equipment is an impact device the acoustical usage factor to assume for modeling purposes
Click to chat· 3.3 Concrete Piles Concrete piles in New York are precast and prestressed. The piles are cast in a pre-casting plant and then transported to the site. This creates a pile made of high quality concrete under controlled casting and curing conditions. The process is overseen by an inspector assigned to that plant.
Click to chatPile Cutting Trimming Method Statement. The purpose of this Method Statement is to define the procedure for the cutting of piles to the approved cut off level. General sequence of work may include Auger fitted with appropriate head. Auger drilled into ground to required depth. Steel reinforcement cage lowered in the bore hole with the upper
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Click to chat· Auger Cast Pile Types A) During drilling the flights of the auger are filled with soil providing lateral support and maintaining the stability of the hole. B) At the same time the auger is withdrawn from the hole concrete or a sand/cement grout is placed by pumping the concrete/grout mix through the hollow center of the auger pipe to the base of
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Click to chatequipment itself nor do they include any allowance for ove r head cost or pro f i t . The labor unit tables on this and the following pages a r e reprinted from "Es t i m a t o r s Ge n e r al Construction Manhour Ta b l e s " copyrighted 1961 by Gulf Pu b l i s h g C o m p a
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Click to chat🕑 Reading time 1 minuteThere are several issues that may be encountered during pile foundation construction. These problems will cause deficiency in the capacity of the pile unless they tackled properly. These pile construction problems and with their causes and required measure to prevent them are discussed in the following sections. Contents Major Issues During Pile
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