EBK FUNDAMENTALS OF GEOTECHNICAL ENGINE
EBK FUNDAMENTALS OF GEOTECHNICAL ENGINE
5th Edition
ISBN: 8220101425829
Author: SIVAKUGAN
Publisher: CENGAGE L
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Chapter 11, Problem 11.10CTP

(a)

To determine

Find the time factor, Tv(2), that eliminates the entire post-construction consolidation settlement.

(b)

To determine

Plot the excess pore water pressure (uz) with the depth of the clay layer.

(c)

To determine

Find the average value of uz/q.

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2. Find the equivalent concentrated load(s) for the bags of cement stacked on the dock as shown here. Each bag weighs 100 lbs and is 12 inches long. Draw the loading conditions for each showing the equivalent concentrated load(s). 1 bag = 100lbs L= 12 ft L= 6 ft L= 8ft
I have a question for this problem in the first one wouldn't it be finding the total weight of the bags which =4800lbs and the multiply that by 12ft to find the concentrated load?? but if this is the case the load would end up as lbs/ft so I'm not too sure that is right.
There are 2 parts A) L=12ft B) L1= 6ft, L2= 8ft
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