Calculate the percent gravels for the soil below (legend - '-x-').GravelSandCobblesCoarseFineCoarse MediumFineSize (mm)194.75 2.00.4250.075Sieve No.#4 #10#20 #40 #60#200100Percent Finer (%)80606040402020A 8%B) 92%C) 89%0TSC03-GB-0304I100101Grain Size (mm)SiltFinesClayسلسل0.10.010.001

To calculate the percentage of gravels in the soil, we need to determine the percentage of particles…

Answered: Calculate the percent gravels for the…

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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Define the Purkaystha and Char reduction factor method ?
Situation 1 A sample of soil has the following grain-size characteristics: * SOIL CLAsIRCATION 100 • TRIANGULAR CIASFICATION CHART (by vsDA) VEDA- US Departntent of Agriculiture Percent Passing Size (mm) 2.000 0.075 0.05 10 100 90- 74 20 Procedune O ldentéy % of solcomponents % grovel- *% sand = %Pasangacoomm- % Passingo omam % salt 60 80 0.005 32 30 70 100% - % Passtnga.coomm 0.002 15. Clay 40 Determine the following: 1. Percentage of silt 2. Classification of the soil using the Triangular 60- - %Pasingo.esonn - %Pasungoonamm - O%. 30 Silty clay 2 Plot the %sand, % slt, and Xclay on ther repective aes on the trianguar chart loy projectng ines pependicular to the oves. The point of eterection of those Ines s taken Cb the appropriate sol carfication. Classification Chart. Sảndy clay 60 40 /Silty clay kam Clay loàm Soil 70 30 Sandy clay loam 80 20- Silty koam 90 Notes: 10 Liany Sand sind Sandy loam sol component particde aze (mm) 100 gravel sond >2.00omm 100 90 70 60 50 40 30 20 10 2000…
Qx: Prove the below expression fora sakarated Soil Sample. Tw Note:- slart must be from the left side- S.L Gs coroling to P.L= 33% Qei Classiby the soil below accor USCS. L.Lz 45%, sieve size sieve opening 25.4 100 14-1 go 12.7 70 4.74 60 持10 2.00 30 # Yo o:42 10 对 200 0.074
up to 120221 (Compatibility Mode] - Word References Mailings Review View Help Nitro Pro V Tell me what you want to do A A Aa E E-E EE T T 2 T AaBbCcl AaBbCcI AABBCCI A A、ッ、A 前,, Emphasis T Heading 1 I Normal Paragraph Styles 1. Q. The following results were obtained from a CBR test on a compacted subgrade soil. Calculate the CBR value for the soil. Do you recommend to use it as subbase? Illustrate your answer? Penetration (mm) Load (KN) 0.625 0.15 1.25 0.18 1.875 0.40 2.5 0.73 3.75 1.32 1.80 7.5 2.34 10 2.53 12.5 2.91 Standard Loads: 2.5 mm .... .13.36 KN 5.0 mm 19.96 KN tes) lenovo
Situation 1 A sample of soil has the following grain-size * SOIL CLASSIFICATION characteristics: 100 Percent Passing • TRIANGULAR CLASSIFICATION CHART (by USDA) USDA= U.S. DepaArtment of Agriculture Size (mm) 10 2.000 100 90 0.075 74 20 Procedure: 0.05 60 80 ldentify % of soil components % gravel % sand % slt 0.005 32 30 100% % Passingz.00omm % Passing200omm – %Passing o-o5omm 70 0.002 15. Clay 40 Determine the following: 1. Percentage of silt Classification of the soil using the Triangular 60 % Passing o.osomm % Passing oco2mm Plot the % sand, % sılt, and %clay on ther respective aves on the triangular dhart by projecting lines pependicular to the axes. % Passng o.002mm 0%. %3D % clay 50 2. 50 Silty clay Sàndy clay Classification Chart. 60 40 `Clay loàm Soil Silty clay loam 70 30- Sandy clay loam 3 The point ofintersection of those lines is taken as the appropriate soll classification. 80 20 - Loàm Silty lóam 90 Notes: 10 Loamy Sandy loam soil component Sand sand Silt particle size…
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2.Determine the percentage of Gravel, Sand, Silt, and Clay and determine the value of Cu and Cc for soil: Soil A and Soil C 100 80 60 40 20 O 100- > 0.0001
Percent finer by weight 20 c) Classify the soil using Unified Soil Classification System as shown rext page. b) Compute the value of coefficient of curvature Cc. a) Compute the value of coefficient of uniformity Cy- 000 (unu) ans unB 10 100 1000 ... .. .. ... 09 .... .. 08 ... ... .... 06 Coerse 000 GRAVEL INVS FINES From the figure shown in the arain-size distribution curve. Problem: Por A 7-6, PI >L. 30 Fur A-7-5, PI SLL 30 Siky or clayey pavd nd sand piars Excalem to good pavel, and sand Ocaenl subgende
Question 29 The following sieve analysis results of an aggregate defines which type of graded curves inch 2 00 80 nsiry for 2/4inch rium regate s 20 mm Sieve Size O Dense Graded curve O Gap Graded curve O Open graded curve Fine Graded curve Percent Passing 0,15 OCO No. 16 4.75 No. 4 96
Direction: a. Computation must be complete. Problem SOIL TESTING SUMMARY SAMPLE SIEVE NUMBER 10 30 40 60 VALUES OF Deo, Dio, and Did PARAMETER Dao (mm) Dec (mm) D₁ (mm) 100 120 200 PAN explain your answer. 3. % RETAINED 01 0.3 11 19.4 47.8 6.4 14.8 9.8 SAMPLE No. 1 0.211 0.146 0.076 LL 61 PL REQUIRED: a. Classify the soil using Unified Soil Classification System (USCS) 1 What is the main type of the soll? 2 is the soll sample above or below the A-Line? Aside from using the plasticity chart, What is the group symbol of the soil? What is the group name of the soil? Provide plotting in the plasticity chart and flowchart in the solution. b. AASHTO. Provide Table and plasticity chart in the solution. 52
Bulk density of 30mm & 90mm quaryz gravel?

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