Tiquia limit lests were carried out on twn mven samples of clay The lest data are as givenbeluw.Test Nos12 3Sample no. LWater content 512011492Number of hlows, N7.103040Sample no. 2Waler rontent96744530Number of hlows, NIS3246The plastic limit of Sample No. 1 is 40 percent and that of Sample No. 2 is 32 percent.Required:The flow indices of the two samplesi) The toughness indices of the samples(i) Comment on the tvne of soils on the basis of the toughness index values4. 2. A soil with a liquidity index of-0.20 has a liquid limit of 56 percent and a plasticityplasticityindex of 20 percent. What is its natural water content?Liquid limit lests were carried out on two given samples of clay. The lest data are as given"beluwTest Nos134.Sample nu lWater content 5120 1149 92Number of blows, N7 1D30 40Sample no. 2Water content %96 7445 30Number of hlows, N3246The plastic limit of Sample No. I is 40 percent and that of Sample No. 2 is 32 percent.Required:i The flow indices of the two samples(ii) The toughness indices of the samplesii) Comment on the tvne of soils on the basis of the touehness index values

Answered: Image /qna-images/answer/7913fba1-98e6-4f85-b9ef-8862d2d34027.jpg

Liquid limit tests were carried out on twp given samples of clay. The tes! data are as Bre beluw. Test Nos 3 4 Sample no. L Water content % 120 114 92 Number of hlows, N 7 ID 30 40 Sample no. 2 Water rontent % 74 45 30 Number of blows, N IS 32 46 The plastic limit of Sample No. 1 is 40 percent and that of Sample No. 2 is 32 percent. Required: (i) The flow indices of the two samples (i) The toughness indices of the samples i) Comment on the tvne of soils on the basis of the toughness index values

Liquid limit tests were carried out on twp given samples of clay. The tes! data are as Bre beluw. Test Nos 3 4 Sample no. L Water content % 120 114 92 Number of hlows, N 7 ID 30 40 Sample no. 2 Water rontent % 74 45 30 Number of blows, N IS 32 46 The plastic limit of Sample No. 1 is 40 percent and that of Sample No. 2 is 32 percent. Required: (i) The flow indices of the two samples (i) The toughness indices of the samples i) Comment on the tvne of soils on the basis of the toughness index values

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Class No= 5202 A 500 g sample of sand in the SSD condition was placed in a jar, which was then filled with water. The combined weight was (your class Number + 1600) g. The weight of jar filled with water only was 1400g. Estimate the bulk specific gravity (SSD) of the sand.
I need the answer quickly
Do asap
Urgent need the solution. Kindly answer everthing. Please skip if you're not going to answer them. Thank you.
A soil sample having initial void ratio 0.75and thickness 20 mm is subjected toconsolidation test. Initially the dial gaugewas set to zero. At the end of consolidation,the final dial gauge reading was observedto be 0.25 mm. The final void ratio of thesample is....
Q1.(b) Does the penetration test value has any impact on other bitumen tests values? If yes , explain.
A sample o f soi l compacte d accordin g t o a standar d Proctor test ha s a unit weight of 130.9 lb/ft 3 at 100 % compaction and at optimum water content o f 14% . What is the dryunit weight? If the voids become fille d with water what would be the saturated unit weight?Assume Gs = 2.67.
I need the answer as soon as possible
Show solution for prob 4
Geotechnical , Civil engineering , please solve question part A number 1 in red color
Correct answer.