Given the sieve analysis and plasticity data for five soils, classify the 5 soils according to Unified Soil Classification System (USCS) and AASHTO soil classification system. Explain your steps for each soil sample classifications. f (7) FacebookO employeeportal.rtu.edu.ph x9 (List)9 (List)O DjVu Document9 DjVu DocumentO File | file:///C:/Users/Nestor/Documents/GEOTECHNICAL%20ENG'G%201%20(Soil%20Mechanics)/An-Introduction-to-Geotechnical-Engineering-Roberts%20Holtz%20an... EE AppsActiveLink - Benefit..M Inbox (74) - nestorc..4 My Drive - Google.(34) Metacenter De..YouTube Download...O (29) Maroon 5 - Me...M GmailYouTubeA MapsO RTU LOGINDjVu Document75 / 746100%+ |EXAMPLE 3.1Given:Sieve analysis and plasticity data for the following three soils.Soil 1.Soil 2,Soil 3,Sieve Size% Finer% Finer% FinerNo. 49997100No. 109290100No. 408640100No. 10078899No. 20060597LL20124PL1547PI5NP77*Nonplastic.Required:Classify the three soils according to the Unified Soil Classification System.Solution:Use Table 3-2 and Fig. 3.4.1. Plot the grain size distribution curves for the three soils (shown in10:44 amO Type here to search1 G 4») ENG42%30°C Mostly sunny22/01/2022......近

Given:- The sieve analysis and plasticity data of the three soils are given Sieve size Soil 1…

EXAMPLE 3.1 Given: Sieve analysis and plasticity data for the following three soils. Soil I. % Finer Soil 2, % Finer Soil 3, K Finer Sieve Sine No. 4 99 97 100 No. 10 92 86 90 100 No. 40 40 100 No. 100 78 99 No. 200 60 97 LL PL 124 47 77 20 IS PI NP *Nonplastic. Required: Classify the three soils according to the Unified Soil Classification System.

EXAMPLE 3.1 Given: Sieve analysis and plasticity data for the following three soils. Soil I. % Finer Soil 2, % Finer Soil 3, K Finer Sieve Sine No. 4 99 97 100 No. 10 92 86 90 100 No. 40 40 100 No. 100 78 99 No. 200 60 97 LL PL 124 47 77 20 IS PI NP *Nonplastic. Required: Classify the three soils according to the Unified Soil Classification System.

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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1. The following results were obtained in a sieve analysis for three different soils. Classify the soils according to the AASHTO classification system. Soil 1 2 3 No. 10 79 80 95 Percent passing No. 401 62 60 78 No. 200 6 33 45 L.L. 38 36 P.L. N.P. 29 16
Classify the following soils by the Unified soil classification system. Give the group na soil Soil 1 2 Sieve analysis (percentage finer) Liquid Plastic No. 4 No. 200 limit limit 98 28.5 33.2 22.6 95 10 30 22 D10 D30 8 D60 0.085 0.12 0.135 Q1)
Classify the following soils by AASHTO Classification System. Give the Group Index (GI) for each soil. Sieve Analysis Percent finer Liquid Limit Plasticity Index Soil No.10 No.40 No.200 A 98 80 72 52 21 В 90 74 58 38 12 C 84 71 64 41 14 D 100 78 82 32 12 E 80 68 48 30 11
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1. Classify the following soils using USCS and give the group symbols. Sieve Analysis, % finer Soil Liquid Limit No. 4 No. 200 1 (SC) 70 30 33 2 (GC) 48 20 41 3 (CH) 95 70 52 4 (CL) 100 82 30 5 (CL) 100 74 35 6 (SC) 87 26 38 7 (CH) 88 78 69 8 (CH) 99 57 54 9 (SP-SC) 71 11 32 10 (SW) 100 2 11 (CL) 89 65 44 12 (SP-SC) 90 8 39 Plasticity Index 21 22 28 19 21 18 38 26 16 NP 21 31 Cu 4.8 7.2 3.9 Cc 2.9 2.2 2.1
Classify the group index of the soil by AASHTO Classification System using the given data below: Percent finer than the #10 sieve 100 Percent finer than the #40 sieve 92 Percent finer than the #200 sieve 86 Liquid Limit 70 Plasticity Index 32 Group of answer choices 24 16 0 33
Question 12 Classify the following soils using the Unified soil classification system. Give the group symbol. No. 4 = 100 No. 200 = 45 LL = 36 PL = 22 A) SC B SP SM GC
• Particle size analyses were carried out on two soils-Soil A and Soil B-and the particle size distribution curves are shown in Figure % Finer Clay 100 90 80 70 60 50 40 30 20 10 0 0.001 + Silt Soil A Sand Soil B 0.01 0.1 1 Particle size (mm) - log scale Gravel 10 Soil A B 1. Classify these soils according to USCS and ASTM-CS 2. Is either of the soils organic? LL 26 (oven-dried; assume same for not dried) Nonplastic PL 18
Problem 4 Classify the following soils by AASHTO classification system. Give group index for each soil. Sieve Analysis- Percent Finer # 40 Soil LL PL # 10 # 200 98 80 72 52 31 90 74 58 38 26
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