Given the sieve analysis and plasticity data for five soils, classify the 5 soils according to AASHTO Soil Classification System Explain your steps for each soil sample classifications.KINDLY SOLVE SOIL 1 TO SOIL 5 THANK YOU Soil 3,Soil 4,% Finer % FinerSoil I,Soil 2,Soil S,Sieve Size% Finer% Finer% Finer100100100No. 49992979099239618No. 10No. 40No. 100No. 20086408978609979597704LL2012449PL154724PI5NPº1725NP*Nonplastic.

Given:- The sieve analysis and plasticity data for five soils To determine:- Classify the 5 soils…

Given the sieve analysis and plasticity data for five soils, classify the 5 soils according to AASHTO Soil Classification System Explain your steps for each soil sample classifications. KINDLY SOLVE SOIL 1 TO SOIL 5 THANK YOU

Given the sieve analysis and plasticity data for five soils, classify the 5 soils according to AASHTO Soil Classification System Explain your steps for each soil sample classifications. KINDLY SOLVE SOIL 1 TO SOIL 5 THANK YOU

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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Concept explainers

Soil classification and characteristics

Soil classification is a method of categorizing soil based on its properties, types, and uses. The motive of soil classification is to arrange various types of soils and divide them into groups for various engineering and agricultural purposes. Soil classification is carried out by various agencies as per their purposes. From an engineering perspective, soil classification is done to find out the suitability of soil for various construction purposes like the construction of dams, foundations, highways, infrastructures, and so on. For engineering purposes, the soil is classified by the following systems:

Question

Given the sieve analysis and plasticity data for five soils, classify the 5 soils according to AASHTO Soil Classification System

Explain your steps for each soil sample classifications.

KINDLY SOLVE SOIL 1 TO SOIL 5 THANK YOU

Soil 3,
Soil 4,
% Finer % Finer
Soil I,
Soil 2,
Soil S,
Sieve Size
% Finer
% Finer
% Finer
100
100
100
No. 4
99
92
97
90
99
23
96
18
No. 10
No. 40
No. 100
No. 200
86
40
89
78
60
99
79
5
97
70
4
LL
20
124
49
PL
15
47
24
PI
5
NPº
17
25
NP
*Nonplastic.

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The sieve analysis of four soils and the liquid and plastic limits of the fraction passing through the No. 40 sieve are given below. Classify the soils using the AASHTO classification system and give the group indexes. Comment on the suitability of the soils as subgrade material. Sieve analysis (percent finer) Soil No. No. 10 No. 40 No. 200 Liquid limit Plastic limit 100 80 58 30 20 2 95 60 20 3 90 76 34 37 25 4 48 28 NP [Das B. M. Principles of Geotechnical Engineering (7E), pp. 101, 102, 112]
Q22 Please provide justified answer asap to get a upvote
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Describe the Consistency and Strength of Cohesive Soils.
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The phrase "Unified Soil Classification System" (USCS) refers to a classification system for soil.