solve the problem 9-29 based on 11P. both are uploaded in images. 9-29. Given the data of Problem 9-11. Evaluate (a) the secondary compres-sion index and (b) the modified secondary compression index if= 2.602.54 cme oH.wwww= 2.75 Mg/mP,At i = 0, e =At i =1.74, Н — 1.928 ст3D 1.728 сm1485 min, e = 1.455, Hfull7 stone; moon phaseWeight of technician 11P:The time rate of settlement data shown below is for the increment from 20 to 40 kPa from the test in Fig. 8.5. The initialsample height is 2.54 cm, and there are porous stones on the top and at the bottom of the sample. Determine cv by (a) thelog time-fitting procedure and (b) the square root of time procedure, (c) Compare the results of (a) and (b).Elapsed Time(min)Dial Reading(mm)4.0410.13.9270.253.8793.8303.7573.6500.543.4953.2828153.035302.7662.5502.423601202402.2765052.18414852.04012

Given: Hu = 2.54cm Ps = 2.69Mg/m3 At t=0, e = 1.67, H = 1.872cm At t = 1485min, e = 1.387, H =…

9-29. Given the data of Problem 9-11. Evaluate (a) the secondary compres- sion index and (b) the modified secondary compression index if e 2.60 Н, — 2.54 сm P, 2.75 Mg/m At i 0, е 1.74, Н — 1.928 сm At t = 1485 min, e = 1.455, Н 3D 1.728 ст Weight of technioion 1 otono ..11

9-29. Given the data of Problem 9-11. Evaluate (a) the secondary compres- sion index and (b) the modified secondary compression index if e 2.60 Н, — 2.54 сm P, 2.75 Mg/m At i 0, е 1.74, Н — 1.928 сm At t = 1485 min, e = 1.455, Н 3D 1.728 ст Weight of technioion 1 otono ..11

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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Concept explainers

Site Plan Requirements

A site plan (also known as a plot plan) is a diagram or process to show the proposed improvements on an existing property. A site plan is important, as it provides information regarding the landscape features of a given plot of land. Zoning is done or can be understood with the help of a site plan.

Question

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solve the problem 9-29 based on 11P. both are uploaded in images.

9-29. Given the data of Problem 9-11. Evaluate (a) the secondary compres-
sion index and (b) the modified secondary compression index if
= 2.60
2.54 cm
e o
H.
wwww
= 2.75 Mg/m
P,
At i = 0, e =
At i =
1.74, Н — 1.928 ст
3D 1.728 сm
1485 min, e = 1.455, H
full
7 stone; moon phase
Weight of technician

11P:
The time rate of settlement data shown below is for the increment from 20 to 40 kPa from the test in Fig. 8.5. The initial
sample height is 2.54 cm, and there are porous stones on the top and at the bottom of the sample. Determine cv by (a) the
log time-fitting procedure and (b) the square root of time procedure, (c) Compare the results of (a) and (b).
Elapsed Time
(min)
Dial Reading
(mm)
4.041
0.1
3.927
0.25
3.879
3.830
3.757
3.650
0.5
4
3.495
3.282
8
15
3.035
30
2.766
2.550
2.423
60
120
240
2.276
505
2.184
1485
2.040
12

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