Unified Soil Classification SystemProblem Set No. 61. Do hand drawing of the grain size distribution curves of each soil type andclassify them using the USCS. All of the soils are inorganic soils. Show yourcomplete solution.Percent passing U.S. sieveSoilNo.4No.10 No.20 No.40 No.60 No.100No.200LL PLВ9463211073NPC100494038261810NP"D10010098938883776348*NP=not possible, meaning low plasticity

Grain size distribution curves are a semi-log plot of the % finer against the size of particles. The…

Answered: 1. Do hand drawing of the grain size…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

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Grain size distributions curves are given for 9 soils in Figures 1, 2 and 3. The LiquidLimit and Plastic Limit for the fine-grained portion of these soils are given in Table 1.a) Classify the soils according to ASTM/USCS (i.e., give both the Group Symboland Group Name).b) It is proposed that Soil 3 (Figure 2) be used for a highway subgrade. What is theAASHTO soil classification for this soil (see classification table on the last page ofthis assignment)? What is this soil's general rating as a subgrade?
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
What are the two types of forces that should be considered in equilibrium analysis for soils?
How are soils classified on the basis of shear strength? Draw the Mohr-Coulomb strength envelope and present the shear strength equation for each soil type.
Problem 2: Classify the following soils using USCS Sieve analysis- Percent finer Soil No. 4 No, 200 Liquid limit Plasticity index 1 70 30 33 21 48 20 41 22 3 95 70 52 28 Classify the following soils using AASHTO Sieve analysis-Percent finer Soil No. 10 No. 40 No. 200 Liquid limit Plasticity index 1 85 55 45 28 20 92 75 62 43 28 3 97 60 30 25 16
Describe some Typical values for different types of soil mixtures .
Find the ff: Using USCS, determine the classification of soil A. Write the symbol and the corresponding soil classification (e.g. GW – Well graded gravel) Using USCS, find the classification of soil B. Write the symbol and the corresponding soil classification. (e.g. GW – Well graded gravel) Using USCS, compute the classification of soil C. Write the symbol and the corresponding soil classification. (e.g. GW – Well graded gravel)
Based on the soil classification test, particle passing on sieve No. 200 is 89%, Liquid Limit is 38% and Plasticity Index is 20%. Classify the soil based on AASHTO (e.g: A-7-5 or A-2). GI is not required. Show steps to classify the soil in your attachment.
How does soil sample is classified as loam and clay loam?
How the grain-size distribution of fine-grained soil is determined ?
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 3 Identify the type of soil that contains wide variety of particle sizes ranging from clay to gravel Marine Soils a Boston Blue Clay Bedrock C. Glacial Till

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1. Do hand drawing of the grain size distribution curves of each soil type and classify them using the USCS. All of the soils are inorganic soils. Show complete solution. your