The sieve analysis of three soils and the liquid limits and plastic limits of the fraction passing no. 40 sieve are given below. Use AASHTO classification system. Which of the following give the classification of Soil B with its group index?

Q: The sieve analysis of ten soils and the liquid and plastic limits of the fraction pass- ing through…

A: “Since you have posted a question with multiple sub parts, we will provide the solution only to the…

Q: Q5: Classify the soil with the data in table below using USCS to find the followings 1- group symbol…

A: H

Q: The sieve analysis of ten soils and the liquid and plastic limits of the fraction passing through…

A: To Determine Classify the soils using the AASHTO classification system and give the group indexes.

Q: The sieve analysis of four soils and the liquid and plastic limits of the fraction passing through…

A: 1: Sieve NO 200 passing =58% >35% It is Silt-Clay material L.L=30 P.L=20 P.I=30-20=10   Sieve NO…

Q: Classify the following soils by using the Unified Soil Classification System (USCS). Give the group…

A: Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the question and…

Q: 1. Sieve analysis data for two inorganic soils are provided in Table 1. Soil 1 has LL = 64 and PL =…

A:

Q: A sample of soil is extracted from a depth of 5 meters at a site and taken to the lab for testing.…

A: Atterberg limit is a basic measure of the water content of fine-grained soil. It helps in…

Q: For a soil specimen, given the following: % passing sieve #4 - 92%, sieve # 10 - 81%, sieve #40=78%,…

A: %passing sieve #4 = 92%%passing sieve #10 = 81%%passing sieve #40 = 78%LL = 48%PL = 16%GI = 18.2