Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Transcribed Image Text:OK, now we have to deal with the spoils. Assume the Finished Grade (FG) was level and all one elevation to start with (no
slope). If the spoils could be placed on site, how close to the basement footprint could it be placed (tell me the distance 'X'
shown in the image below)? If the soil report does not say otherwise, use the OSHA minimum offset.
FG
FG
Low (-15)
FG
FG
O 22'-6"
O 17'-0"
15-0
O24'-6"
i
7
Spoils
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- when excavating，(Support preload) Different retaining walls, support axial force, subsidenceWhat are the possible reasons for the discrepancies in the quantitative analysis results?arrow_forwardAn Engineer wants to find how long it will take for clay under their project to consolidate 1 inch. The total expected primary consolidation is 2.22 inches. Using the Table below, what is the value of the Time Factor they will need to calculate the time rate of consolidation they are looking for? (Hint: What percent consolidation are they looking for?) 0.170 0.196 0.126 0.150arrow_forward(b) AASHTO Classification Soil F G # 10 100 77 Percent Passing # 40 78 28 #200 36 8 LL 30 NP 1- Based on AASHTO Clasification Soil "F" is [Select] [Select] A-4 (0) 2- Based on AASHTO Clasification Soil "G" is A-4 (-1) A-3 (0) A-5 (3) A-6 (3) A-7-5 (0) Ip 4 NParrow_forward
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