A static load test has been conducted on a 60 ft long, 16-in square reinforced concrete pile which has been driven from a barge through 20 ft of water, then 31 ft into the underlying soil. Telltale rods A and B have been embedded at points 30 ft and 59 ft from the top of the pile, respectively. The data recorded at failure was as follows: Load at head = 139,220 lb, settlement at head 1.211 in, settlement of telltale rod A=1.166 in, settlement of telltale rod B=1.141 in. Find: (1) Use the data from telltale rod A to compute the modulus of elasticity of the pile, then (2) use this E value and the remaining data to compute qn' and the average fn value. =

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A static load test has been conducted on a 60 ft long, 16-in square reinforced concrete pile
which has been driven from a barge through 20 ft of water, then 31 ft into the underlying
soil. Telltale rods A and B have been embedded at points 30 ft and 59 ft from the top of the
pile, respectively. The data recorded at failure was as follows: Load at head = 139,220 lb,
settlement at head = 1.211 in, settlement of telltale rod A=1.166 in, settlement of telltale
rod B=1.141 in. Find: (1) Use the data from telltale rod A to compute the modulus of
elasticity of the pile, then (2) use this E value and the remaining data to compute qn' and
the average fn value.
Transcribed Image Text:A static load test has been conducted on a 60 ft long, 16-in square reinforced concrete pile which has been driven from a barge through 20 ft of water, then 31 ft into the underlying soil. Telltale rods A and B have been embedded at points 30 ft and 59 ft from the top of the pile, respectively. The data recorded at failure was as follows: Load at head = 139,220 lb, settlement at head = 1.211 in, settlement of telltale rod A=1.166 in, settlement of telltale rod B=1.141 in. Find: (1) Use the data from telltale rod A to compute the modulus of elasticity of the pile, then (2) use this E value and the remaining data to compute qn' and the average fn value.
Expert Solution
Step 1

Given

settlement at head (1) = 1.211 in  settlement at A (A) = 1.166 in  settlement at B (B) = 1.141 in  load at head (P) = 139220 lb  Area (A) = 16 in x 16 in = 256 in2  l = 30 ft = 360 in

To find

1) Modulus of elasticity of piles

2) calculate qt and fn

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