čup device. Number of blows 6 12 20 28 32 Water content (%) 52.5 47.1 43.2 38.6 37.0 Two determinations for the plastic limit gave water contents of 22.8% and 23.2%. Determine (a) the liquid limit and plastic limit, (b) the plasticity index, (c) the liquidity index if the natural water content is 38% and (d) the void ratio at the liquid limit if G, = 2.7. (e) What is the soil state in the field? (f) Do you expect a brittle type of failure for this soil?

čup device. Number of blows 6 12 20 28 32 Water content (%) 52.5 47.1 43.2 38.6 37.0 Two determinations for the plastic limit gave water contents of 22.8% and 23.2%. Determine (a) the liquid limit and plastic limit, (b) the plasticity index, (c) the liquidity index if the natural water content is 38% and (d) the void ratio at the liquid limit if G, = 2.7. (e) What is the soil state in the field? (f) Do you expect a brittle type of failure for this soil?

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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18. The results for sieve analysis is shown in the following table: Sieve No. 10 20 40 60 100 % Passing 69.3 59.1 48.3 38.5 28.4 19.8 4.5 Liquid Limit Plastic Limit Non-Plastic (NP) Non-Plastic (NP)
Results from the Afterberg Limit Test. > Liquid Limit TEST NUNGER Numbe Weg Weght of dry sol contaner Wecht of contaner, gm Weight of water,gm Weight of dry soi.m Water content 14 23 12 38 20 21.27 1878 187 2210 13.20 yoer of BlS container gm 21.29 19.44 12.74 1327 > Plastic Limit and Natural Water Content NATURAL WATER CONTENT PLASTIC UMIT TEST NUMBER 2280 1753 1454 23:20 1597 Number of Blows Weght of wet sol- contaner om Weght of dry sol- contaner.om Neghtofe Waght of waler, g Wecht of dny sol gn Wazer content Average. % Determmine the following: Flot the woter.content e) versus number obows.ono.oescae goph (manualy) b) Ligulo limt of the sol c) Plostic imit of the sol Ugudty index of the sol
PROBLEM 6 Oil with specific gravity of 0.88 flows through a plpe which changes from 6 In. at section A to 18 In. at section B. Section A Is 12 ft lower than B and the pressures are 13.2 psl and 8.75 psl, respectively. If the flow rate Is 5.17 cfs, determine (a) The velocity (ft/s) at section A. (b) The velocity (ft/s) at section B, (c) The head lost (ft) between the two polnts, and (d) The direction of flow. Is It from A to B or B to A?
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IL Test sample weight= احتمان Sieve size Weight retained (g) Calculations: Sieve size in. (mm) 3/8" 9.5 mm No.4 4.75 mm No.8 2.36 mm No.16 1.18 mm No.30 0.6 mm No.50 0.3 mm No.100 0.15 mm Pan gm 3/8" No.4 No.8 No.16 No.50 No.100 0.15 mm 9.5 mm 4.75 mm 2.36 mm 1.18 mm mm 0.3 mm 0.0 од 1597 21419 від 50д 3589 174д Weight retained (g) Percent retained Beitel 15-11-2021 Fineness modulus отсивно о u 4/8²/00 = 5.3 15 діни з 2141-44871.3 61-448203 Божнизис 1.66 50 78.63 21.3 80.29 19.71 35 84421 23 92.22 7.78 174448518 98.02 1.98 чудд 4 /100 = Cumulative = No.30 Percent cumulative 0 53 94.7 766 23-4 Percent passing loo 222 Sieve deviation = 262 (5) ASTM Limit 100 95 100 80 100 50_85 25 60 10_30 2_10
A). If Liquids A, B and C, in the containers shown, have SG of 0.60, 1.00 and 1.60 respectively. At what elevation (EL. A) will the liquid A stand in each of the piezometer tubes? B). If Liquids A, B and C, in the containers shown, have SG of 0.60, 1.20 and 1.60 respectively. At what elevation (EL. C) will the liquid C stand in each of the piezometer tubes?
4 7 l. 12:33 التدرج الحبيب. . . HW1 HOMEWORK 1 We made sieve analysis for a soil sample, we had these results, complete the table. Sieve opening Wt. retained on Accumulative wt. % of Sieve no % of passing wt. (mm) 4.76 each sieve (gm) (gm) accumulative wt #4 2.38 #20 0,84 88.5 #40 0.42 77.9 #100 0.149 161.6 4200 0.074 29 pan 67.6