5Problem:For a given inorganic soil, the following areknown:Percentage passing No. 4 Sieve... 100Percentage passing No. 200 sieve.. 77Liquid limitPlasticity index..........632570CHorCLU-bRI40.73(L-20)MH-lineOLPIOLL-CL-MLOFMLOHorOL10 16 203040506070 8090100Liquid limitClassify the soil by using Unified SqilClassification System.a) What type of soil is this?b) What is the group symbol of the soilC) What is the group name of the soil?

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5 Problem: For a given inorganic soil, the following are known: Percentage passing No. 4 Sieve. .. 100 Percentage passing No. 200 sieve.. 77 Liquid limit Plasticity index. 63 25 CH or CL U-b RIF0.73(L20) MH -line OL PIO(LL- CL-ML Or ML OH or OL 10 16 20 30 40 60 10 90 100 Liquid limit Classify the soil by using Unified Sqil Classification System. a) What type of soil is this? b) What is the group symbol of the soil C) What is the group name of the soil? Plasticity inder

5 Problem: For a given inorganic soil, the following are known: Percentage passing No. 4 Sieve. .. 100 Percentage passing No. 200 sieve.. 77 Liquid limit Plasticity index. 63 25 CH or CL U-b RIF0.73(L20) MH -line OL PIO(LL- CL-ML Or ML OH or OL 10 16 20 30 40 60 10 90 100 Liquid limit Classify the soil by using Unified Sqil Classification System. a) What type of soil is this? b) What is the group symbol of the soil C) What is the group name of the soil? Plasticity inder

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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Mechanical analysis on four different samples designated as A, B. Cand D were carried out in a soil laboratory. The results of tests are given below. Hydrometer analysis was carried out on sample D. The soil is non-plastic. Sample D. liquid limit w 42, plastic limit = 24, plasticity index = 18 Classify the soils per the Unified Soil Classification System. Samples A ASTM Sieve Percentage finer than Designation 63.0 mm 100 93 20.0 mm 64 76 6.3 39 100 65 20 mm 600 212 63 A 20 24 98 59 12 90 54 5 9. 47 100 2 34 95 23 69 46 2 4 31 Samples A,BandC 10 60 20 Sand Coarse jo medium Coles (>76.2 mm) Clay Silt Gravel Fine 0.001 0.01 0.075 0.1 10 100 Particle size (mun) Figure Ex. 3.21 Percentage finer
Problem 6: For an inorganic soil, the following grain-size analysis is given. Knowing that the liquid limit is 23, and Plastic limit is 19. AASHTO soil classification system. Give the group index. Unified soil classification system. Give group symbol and group name (specific classification). U.S. sieve no. Percent passing 4 100 10 90 20 64 40 38 80 18 200 13
The Name :- Answer the following questions :-( Choose 5 only) 1- .is the moisture content that defines where the soil changes from a plastic to a viscous fluid state. 2- The difference between the PL and the LL is defined as.... 3- Why is it not possible to use core cutter method for calculating the density of cohesion less soil? 4- The relative density of a soil is 5- In the sieve analysis test Place the sieve stack in the mechanical shaker and shake for . minutes . 6- Hydrometer testing is performed on soil passing from a sieve.
From a given inorganic soil, the following are known: Percentage passing No. 4 Sieve - 100 %3D Percentage passing No. 200 Sieve - 77 Liquid Limit - 63 Plasticity Index - 25 Using USCS Method, determine its soil classification.
Classify each soil according to ASSHTO classification system. Description Percent finer than No.10 Sieve SOIL A SOIL B SOIL C 83 100 48 Percent finer than No.40 Sieve 48 92 28 Percent finer than No.200 Sieve 20 86 6. Liquid Limit Plasticity Index N/A Non plastic 20 70 5 32
SG is 2.66 and temperature is 18 degrees celcius
Mechanical analysis on four different samples designated as A, B. Cand Dwere carried out in a soil laboratory. The results of tests are given below. Hydrometer analysis was carried out on sample D. The soil is non-plastic. Sample D D. liquid limit w 42, plastic limit = 24. plasticity index = 18 Classify the soils per the Unified Soil Classification System. Samples ASTM Sieve Percentage finer than Designation 63.0 mm 100 93 20.0 mm 64 76 6.3 39 100 65 20 mm 600 212 63 A 20 24 98 59 12 90 54 9. 47 100 34 95 23 69 7. 46 2 31 B and 100 60 20 Sand Course lo medium Cotles l>762 mm Clay Silt Gravel Fine 0.001 001 0.075 0.1 10 100 Particle size (mm) Figure Ex. 3.21 Percentage finer
MY REGISTRATION NO. IS 120 REG NO.120 SIR,PLS GIVE ME PROPER AND CORRECT WITH FULL DETAILS. THANKS
Please kindly answer all. C and d answers mandatory. Please answer all and help me.. thank you
Mechanical analysis on four different samples designated as A, B. Cand Dwere carried out in a soil laboratory. The results of tests are given below. Hydrometer analysis was carried out on sample D. The soil is non-plastic. Sample D D. liquid limit w 42, plastic limit = 24. plasticity index = 18 Classify the soils per the Unified Soil Classification System. Samples ASTM Sieve Percentage finer than Designation 63.0 mm 100 93 20.0 mm 64 76 6.3 39 100 65 20 mm 600 212 63 A 20 24 98 59 12 90 54 9. 47 100 34 95 23 69 7. 46 2 31 100 60 20 Sand Coles >762 mm Clay Silt Gravel Fine Course lo medium 0.001 001 0.075 0.1 10 100 Particle size (mm) Samples A,BandC Figure Ex. 3.21 Percentage finer
Problem 2 and 3 are related