i need the answer quickly Sieve and Atterberg limits tests were made on a soil specimen and thresults are given below:Sieve No.Wt. of sieve (gm) Wt. of sieve + Soil(gm)450518378420L.L = 32%4100370425PL = 17%365200442Wc = 21%485Pan793D15 = 0.0021. Classify the specimen according to the Unified Soil Classification Syster(USCS). Assign the group name and the group symbol.2. Determine the soil activity.3. Determine the soil Liquidity index and consistency index.IL

Solution- The calculation is shown is shown in the table, Sieve No. Weight of soil, g Weight…

Sieve and Atterberg limits tests were made on a soil specimen and results are given below: Sieve No. Wt. of sieve (gm) Wt. of sieve + Soil (gm) 1" 450 518 4 378 420 L.L = 32% 370 100 425 PL = 17% 365 200 442 Wc = 21%

Sieve and Atterberg limits tests were made on a soil specimen and results are given below: Sieve No. Wt. of sieve (gm) Wt. of sieve + Soil (gm) 1" 450 518 4 378 420 L.L = 32% 370 100 425 PL = 17% 365 200 442 Wc = 21%

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter4: Plasticity And Structure Of Soil

Section: Chapter Questions

Problem 4.3P

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Asphalt Binders and Mixtures

Asphalt binders are subsidiary products procured during the refining process of petroleum while manufacturing gasoline, diesel, and similar petroleum products. Asphalt binders are obtained from the residue that remains after the distillation of petroleum, this residue is further subjected to steam distillation and oxidation to remove the traces of gas oil present in the residue. Certain additives or modifiers are also added to asphalt binders to alter them to suit different applications.

Question

i need the answer quickly

Sieve and Atterberg limits tests were made on a soil specimen and th
results are given below:
Sieve No.
Wt. of sieve (gm) Wt. of sieve + Soil
(gm)
450
518
378
420
L.L = 32%
4
100
370
425
PL = 17%
365
200
442
Wc = 21%
485
Pan
793
D15 = 0.002
1. Classify the specimen according to the Unified Soil Classification Syster
(USCS). Assign the group name and the group symbol.
2. Determine the soil activity.
3. Determine the soil Liquidity index and consistency index.
IL

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