Note: Read the question carefully and give me right solution according to the question. A pile is made of recycled aggregate material. The pile has a diameter of 95 ft. at the base, and 30 ft. at the top. It is 23 ft. high. The volume of the pile (yd3) is most nearly: a ) 1,350 b ) 89,643 c ) 2460 d ) 3320

Note: Read the question carefully and give me right solution according to the question. A pile is made of recycled aggregate material. The pile has a diameter of 95 ft. at the base, and 30 ft. at the top. It is 23 ft. high. The volume of the pile (yd3) is most nearly: a ) 1,350 b ) 89,643 c ) 2460 d ) 3320

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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hello please help me this multi choice question
Subject is Geotechnical design Plz solve it?
Which is the best reason for that the effects of pile installation cannot be calculated by the strict application of soil or rock mechanics theory A. The pile foundation is too deep; B. The pile foundation has skin friction resistance from the interface between soil and pile. C. The foundation soil is disturbed and impacted by pile construction operations. D. The pile bottom point bearing capacity is ignored.
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6
Find the weight of the extra soil needed to be hauled off site after the terrain in the given diagram leveled to an elevation of 0ft. The soil has unit weight of 125pcf and the width of the pile is 28ft?
Please answer with the complete solution
A helical pile with 12 in diameter flights and a 2 in square rod is to be installed to a depth of 30 ft in a silty clay. The undrained shear strength is 1,000 lb/ft2 and the groundwater table is at a depth of 40 ft. The individual helixes are located every 5 ft along the length of the pile, and the pile has an average weight of 100 lb/ft (including the embedded soil). Using a factor of safety of 3, determine the ASD allowable uplift capacity, Pup,a.
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