Compute the immediate settlement 4H; using the Schmertmann formula using an average 4qvalue (qv = 233.3 kPa, qv2 = 163.3 kPa, qv3 = 77.0 kPa, qv4 =44.0 kPa and qv5 = 28.0). E, at point A is20,400 kPa,using AH = q B= 0.5 and C₁ = C₂ = 1. Compare the results with an alternate methodBES1.5 m#1.5 m#3 m5mI, where v=0.3 and I = 0.95.ABQ=2,100 KNSANDROCKB = 3m x 3m

Given : qv1 = 233.3 kPa , qv2 = 163.3 kPa , qv3 = 77.0 kPa , qv4 = 44.0 kPa and qv5 = 28.0 Es at…

Compute the immediate settlement 4H; using the Schmertmann formula using an average 4q value (qv1 = 233.3 kPa, qv2 = 163.3 kPa, qv3 = 77.0 kPa, q4=44.0 kPa and qv5 = 28.0). E, at point A is 20,400 kPa, D₁ B using ΔΗ = q B 0.5 and C = 1-v² E, C₂ = 1. Compare the results with an alternate method where = 0.3 and I, = 0.95.

Compute the immediate settlement 4H; using the Schmertmann formula using an average 4q value (qv1 = 233.3 kPa, qv2 = 163.3 kPa, qv3 = 77.0 kPa, q4=44.0 kPa and qv5 = 28.0). E, at point A is 20,400 kPa, D₁ B using ΔΗ = q B 0.5 and C = 1-v² E, C₂ = 1. Compare the results with an alternate method where = 0.3 and I, = 0.95.

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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Question

Compute the immediate settlement 4H; using the Schmertmann formula using an average 4q
value (qv = 233.3 kPa, qv2 = 163.3 kPa, qv3 = 77.0 kPa, qv4 =44.0 kPa and qv5 = 28.0). E, at point A is
20,400 kPa,
using AH = q B
= 0.5 and C₁ = C₂ = 1. Compare the results with an alternate method
B
E
S
1.5 m
#
1.5 m
#
3 m
5m
I, where v=0.3 and I = 0.95.
A
B
Q=2,100 KN
SAND
ROCK
B = 3m x 3m

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