4 7 l.12:33التدرج الحبيب. . . HW1HOMEWORK 1We made sieve analysis for a soil sample, we had these results, complete the table.Sieve openingWt. retained onAccumulative wt.% ofSieve no% of passing wt.(mm)4.76each sieve (gm)(gm)accumulative wt#42.38#200,8488.5#400.4277.9#1000.149161.642000.07429pan67.6

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We made sieve analysis for a soil sample, we had these results, complete the table. Sieve opening (mm) 4.76 Wt. retained on each sieve (gm) Accumulative wt. (gm) % of Sieve no. % of passing wt. accumulative wt. #4 #8 2.38 #20 0.84 88.5 #40 0.42 77.9 #100 0.149 161.6 1200 0.074 29 pan 67.6

We made sieve analysis for a soil sample, we had these results, complete the table. Sieve opening (mm) 4.76 Wt. retained on each sieve (gm) Accumulative wt. (gm) % of Sieve no. % of passing wt. accumulative wt. #4 #8 2.38 #20 0.84 88.5 #40 0.42 77.9 #100 0.149 161.6 1200 0.074 29 pan 67.6

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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up to 120221 (Compatibility Mode] - Word References Mailings Review View Help Nitro Pro V Tell me what you want to do A A Aa E E-E EE T T 2 T AaBbCcl AaBbCcI AABBCCI A A、ッ、A 前,, Emphasis T Heading 1 I Normal Paragraph Styles 1. Q. The following results were obtained from a CBR test on a compacted subgrade soil. Calculate the CBR value for the soil. Do you recommend to use it as subbase? Illustrate your answer? Penetration (mm) Load (KN) 0.625 0.15 1.25 0.18 1.875 0.40 2.5 0.73 3.75 1.32 1.80 7.5 2.34 10 2.53 12.5 2.91 Standard Loads: 2.5 mm .... .13.36 KN 5.0 mm 19.96 KN tes) lenovo
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