Tutorial (Cont.)Using the particle size distribution curves plottedpreviously and Atterberg limits results:a)Determine the coefficients of uniformity, Cu and curvatureCc for soils A, B, and C. (Done in Lecture 3 tutorial!)b) Determine the different percentages of particle sizesavailable in each soil (e.g. %G, %S, %M, %C)c) Determine the LL and PL of Soil D Table 2British Soil Classification System for Engineering PurposesSoil groupsGRAVEL and SAND may be qualifiedsandy GRAVEL and gravelly SAND.etc., where appropriateSubgroups and laboratory identificationSubgroupsymbolFines(% lessthan0.06 mm)GroupsymbolLiquidlimitSlightly silty orGWGWclayey GRAVEL GGPGPu GPgO to 5Silty GRAVELG-MGWM GPMClayey GRAVELG-FG-C GWC GPC5 to 15GMGFGCVery silty GRAVELGML, etc15 to 35GCLGCIGCHGCVGCEVery clayeyGRAVELSlightly silty orclayey SANDSwSWO to 5SPSPu SPgSWM SPMswc SPCSilty SANDS-MS-FS-C5 to 15Clayey SANDVery silty SANDSMSML, eteSFSC15 to 35SCLSCISCHSCVSCEVery clayey SANDMGFGCGGravelly SILTMLG, etcCLGCIGCHGCVGCÉGGravelly CLAY<35355050 to 7070 to 90>90MSFSCSSandy SILTMLS, eteSandy CLAYCLS, etcSILT (M-SOIL)MF.ML, eteCLAY<3550 to 7070 to 90-90ORGANIC SOILS Descriptive letter O' suffixed to any group orsubgroup symbolPtPEATSuos ANIHmore than 35% of the materialCOARSE SOILSless than 35% of the materialis finer than 0.06 mmis finer than 0.06 mmSILTS ANDCLAYSGravelly or sandySILTS and CLAYSSANDSGRAVELSMore than 50% of coarsematerial is of gravel size(coarser than 2 mm)material is of sand size(fincr than 2 mm)sauy %9 o1 %SE

Answered: Image /qna-images/answer/4aa81669-6a23-4c02-bb42-da2725a7aaef.jpg

a)Determine the coefficients of uniformity, Cu and curvature Cc for soils A, B, and C. (Done in Lecture 3 tutorial!) 5) Determine the different percentages of particle sizes available in each soil (e.g. %G, %S, %M, %C) ) Determine the LL and PL of Soil D

a)Determine the coefficients of uniformity, Cu and curvature Cc for soils A, B, and C. (Done in Lecture 3 tutorial!) 5) Determine the different percentages of particle sizes available in each soil (e.g. %G, %S, %M, %C) ) Determine the LL and PL of Soil D

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: ) The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method.…

Q: he sieve analysis of soil and the liquid and plastic mits of the fraction passing through the No. 40…

A: ILook at the % passing through No 200:=50%>35%so clay and silt…

Q: Particle size analyses were carried out on two soils-Soil A and Soil B-and the particle size…

A: Given: Particle size distribution curve of two soils A and B Atterberg limits are as follows…

Q: The indicative properties of soil types A, B, and C were determined as follows: soil cil soil b 35%…

A: Soil ASoil B Soil CProperties49 %35%60%Liquid limit26%20%28%plasticity limit35%25%43% % Of…

Q: 12. Situation 12 - The given data shows the sieve analysis of three soil samples. a. Compute for…

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

Q: Q.11.19 Mechanical analysis on four different samples designated as A, B, Cand D were carried out in…

Q: The following information is given for an inorganic soil: Percent passing No. 4 (4.75 mm): 46…

Q: Q2. The following are the results of a sieve and hydrometer analysis. 1- Draw the grain -size…

A: Data given Find: Draw the grain -size distribution curve Determine the percentages of gravel,…

Q: Classify the following soils (Table P1.2) according to the unified soil classification system Loose…

A: As per question, three soil samples are choosed and classified by unified soil classification…

Q: he given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method. Tables…

A: iLook at % passing through No 200 sieve =24%<35%so granular material A-1 or A-2

Q: Classify the soil using AASHTO liquid limit and plastic limit are found to be 30 and 20,…

Q: plete answer with explanation

Q: The granulometer curves of soils A, B and C are given below. Liquid limit value of floor A is 62%,…

Q: 3. The sieve analysis data for a granular soil are given below. %passing 19mm sieve = 100 %passing…

A: Step 1

Q: Identify the soil texture (use the soil texture triangle) and provide its porosity, saturated…

A: Solution - From soil texture triangle - (a) here, 45% silt , and 10% sand silt…

Q: Classify the soil using AASHTO Method.

A: AASHTO CLASSIFICATION:

Q: Q. No 1. Solve the following example for D10, D30, D60, coefficient of curvature and coefficient of…

A: Sieve Mass % mass Cumulative % % No Sieve size Retained Retained Retained Finer…

Q: he given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method. Tables…

A: iLook at the % passing through the sive 200=33<35% so granular soil

Q: Using Unified Soil Classification System, determine the type of soil, the coefficient of gradation…

Q: Question 10 Classify the following soils using the Unified soil classification system. Give group…

Q: 2. The following table shows results of testing of two types of soil: W.% Soil G, S, PL A 2.22 25…

A: Here,Gs = Specific gravityWc% = Water contentSr = Shrinkage limitLL = Liquid limitPL = Plastic limit

Q: For a given soil, the following are known: Percentage passing 75 mm sieve = 100 Percentage passing…

Q: 1- Percentage of clay, silt, sand and Gravel in the soil sample 2- Uniformity coefficient and…

A: Answer Based on the given Mass of soil retaining on each Sieve we need to calculate % finer and…

Q: The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method.…

A: The classification of soil is based on the index properties of the soil such as grain size…

Q: Usual types of significant Stone fragments, gravel, and sand Fine Silty or clayey gravel and sand…

A: To Determine Soil classification according to AASHTO soil classification system. Given Sieve number.…

Q: Question 3 The sieve analysis of soil and the liquid and plastic limits of the fraction passing…

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: Classify Soils A and B as given in Example 9-1 and obtain the names. Assume Soil B to be inorganic.…

A: The soil is classified based on the composition of particle-like sand, gravel, clay or etc., Unified…

Q: 2 Classify these soils according to AASHTO. Include the Group Index. Sieve analysis- Percent finer…

A: Based on data on the grain size distribution and Atterberg limits, the AASHTO system assigns a soil…

Q: For a given soil, the following are given in Table: Specific Gravity Gs, bulk unit weight γ), and…

Q: 3. The grain-size analysis for a soil is given next: Sieve No. 4 10 20 40 60 100 200 % Passing 94 63…

A: Given: LL = 23% PL = 19% Sieve No. 200 Percentage passing = 3%

Q: A. Answer in True or False 1. A soil has a Cu =1, then it is considered as a poorly graded soil. 2.…

A: Given questions are from soil engineering . Note According to the company rules i am able to…

Q: following a.) Percent Retained on Sieve No. 40 b.) Percent Passed on Sieve No.100 c.) Commulatative…

A: sieve anlaysis is done to identify the grade of soil and to calculate soil parameters.

Q: U.S. Sleve No. 4 10 20 40 80 200 Percent passing 100 90 64 38 18 13 % For this soil, LL = 23 and PL…

A: Solution: a) AASHTO Soil Classification System Since 13% of the soil passes through the No. 200…

Q: Classify the following soils using the Unified soil classification system. Give group symbols and…

A: USCS soil clsssification:Look at the % passing through sieve no 200=76>50%⇒FINE GRAINED SOIL

Q: 3. Following are the results of a sieve analysis from laboratory activity. Show the necessary…

Q: Question 5 Classify the following soils using the Unified soil classification system. Give group…

Q: Following results are obtained from particle size analysis: Uniformity coefficient = 8 Coefficient…

A: Uniformity Coefficient = 8 Coefficient of curvature = 2.8 Percentage of soil passing through 4.75…

Q: PLASTICITY INDEX (PI) What soil type corresponds to the information shown below if the PL is 15.…

Q: b. The following data was obtained from Sieve Analysis conducted at a Soil Lab. Using the data given…

Q: Write each criterion that is satisfied for each classification. For the given data of soil A and…

A: To Find :- 1. Classify soil 1 using AASTHO method 2. Classify soil 2 using USCS method

Q: The Grain size analyses results are given in Figure 1 for Soils A and B. Answer the following…

A: i) The grain size analysis of soil A: The uniformity coefficient: Cu=D60D10=0.10.01=10 Since the…

Concept explainers

Soil engineering for highway design

Soil engineering is a part of geotechnical engineering that deals with the characteristics of soil. It also helps to understand the behavior of the soil in different conditions. The basic concepts of soil are studied to check the strength, compressibility, and porosity of the soil. This makes soil engineering an important topic for civil engineering.

Question

Tutorial (Cont.)
Using the particle size distribution curves plotted
previously and Atterberg limits results:
a)Determine the coefficients of uniformity, Cu and curvature
Cc for soils A, B, and C. (Done in Lecture 3 tutorial!)
b) Determine the different percentages of particle sizes
available in each soil (e.g. %G, %S, %M, %C)
c) Determine the LL and PL of Soil D

Table 2
British Soil Classification System for Engineering Purposes
Soil groups
GRAVEL and SAND may be qualified
sandy GRAVEL and gravelly SAND.
etc., where appropriate
Subgroups and laboratory identification
Subgroup
symbol
Fines
(% less
than
0.06 mm)
Group
symbol
Liquid
limit
Slightly silty or
GW
GW
clayey GRAVEL G
GP
GPu GPg
O to 5
Silty GRAVEL
G-MGWM GPM
Clayey GRAVEL
G-F
G-C GWC GPC
5 to 15
GM
GF
GC
Very silty GRAVEL
GML, etc
15 to 35
GCL
GCI
GCH
GCV
GCE
Very clayey
GRAVEL
Slightly silty or
clayey SAND
Sw
SW
O to 5
SP
SPu SPg
SWM SPM
swc SPC
Silty SAND
S-M
S-F
S-C
5 to 15
Clayey SAND
Very silty SAND
SM
SML, ete
SF
SC
15 to 35
SCL
SCI
SCH
SCV
SCE
Very clayey SAND
MG
FG
CG
Gravelly SILT
MLG, etc
CLG
CIG
CHG
CVG
CÉG
Gravelly CLAY
<35
35
50
50 to 70
70 to 90
>90
MS
FS
CS
Sandy SILT
MLS, ete
Sandy CLAY
CLS, etc
SILT (M-SOIL)
M
F.
ML, ete
CLAY
<35
50 to 70
70 to 90
-90
ORGANIC SOILS Descriptive letter O' suffixed to any group or
subgroup symbol
Pt
PEAT
Suos ANIH
more than 35% of the material
COARSE SOILS
less than 35% of the material
is finer than 0.06 mm
is finer than 0.06 mm
SILTS AND
CLAYS
Gravelly or sandy
SILTS and CLAYS
SANDS
GRAVELS
More than 50% of coarse
material is of gravel size
(coarser than 2 mm)
material is of sand size
(fincr than 2 mm)
sauy %9 o1 %SE

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 3 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

soil mechanic. Classify the soil according to unified soil classification system USCS; if the following data is given : Passing sieve No. 200 =7% / Passing sieve No. 4 = 40% / D10= 0.18, D30= 0.69 and D60= 3/ LL-28%, Pl=19%
Geotechnical Engineering Please help me answer this question, and please show your solutions write it properly. Problem 1 A soil sample has moist unit weight equal to 16.5 kN/m3), water content of 15%, and specific gravity of 2.70. Find the dry unit weight and the void ratio for this soll Problem 2 A soil sample has a total unit weight of 16.5 KN/m3 and a void ratio of 0.84 The specific gravity of solids is 2.70. Determine the degree of saturation and the moisture content of the soil.
Geotechnical Engineering Please help me answer this question, and please show your solutions write it properly. Problem 4 For a given sandy soil, the maximum and minimum void ratios are 0.72 and 0.46, respectively. If Gs= 2.71 and w=11%, what is the moist unit weight of compaction in the field if the relative density equals 82%? Problem 5 A soil sample has a unit weight of 105.7 pcf and a degree of saturation of 50% When the saturation is increased to 75%, its unit weight raises to 112.7 pcf. Determine the void ratio e and the specific gravity Gs for this soil.
Following details regarding the particle size distribution and other index properties pertinent to the classification of soil. Choose three soils and classify each soil according to USCS and AASHTO classification systems. When necessary, assume Cu = 4.48 and Cc = 1.22.
The result of particle-size distribution of a soil sample is recorded below. Using the AASHTO classification table, determine the following: 1. Classification of soil A. 2. Classification of soil B. 3. Classification of soil C.
P2, 5.4 List the given, required, graph and box the final answer.
3. please answer correctly and show the solution
A soil sample retains 40% and 30% of total soil sample on 4.75 mm and 0.075 mm sieve respectively. It passes 10% when sieved through 0.002 mm sieve. Find the ratio of coefficient of curvature to coefficient of uniformity.
Problem 1.2.1: The data below were obtained with tension device from two soils of unknown texture. Suction (en) 0 10 20 50 100 300 1000 10,000 20,000 100,000 Water content Soil A Soil B 44 44 43.9 38 22.5 12.5 7 5.2 5.1 4.9 52 52 52 31 48 32 20 13.5 13 128 Answer the following questions: 1. Which soil has a higher porosity? 2. What is the bulk density of the two samples? (Assume that the density of solids comprising both samples is ps = 2.65gm/cm³.) 3. What is estimated water content in the two samples at suction 15cm?
The results of a compaction test on the sample of soil that are to be listed are to be used for an embankment on a highway project are listed below . Determine the maximum dry unit weight of compaction and the optimum moisture content. The table is shown in image
I need 100% right solutions