it SimerPlease specify the sample of the soilcomes under the category of:The curve which represents pink, pleasename grading of curve,mbes cf10empeuture50tiviby meretiubySelect one:H ConductityO a. well gradedb. dominated by gravelC. uniformly gradedd. gap graded9 97mol/

Please specify the sample of the soil comes under the category of: The curve which represents pink, please name grading of curve, Con 12 Che ... Select one: Oa. well graded Ob. dominated by gravel C. uniformly graded d. gap graded

Please specify the sample of the soil comes under the category of: The curve which represents pink, please name grading of curve, Con 12 Che ... Select one: Oa. well graded Ob. dominated by gravel C. uniformly graded d. gap graded

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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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
.Q4 If gravel voulme conversion factor is like below and bedding layer should ,be compacted how much volume of loose gravel is needed (unit: m3) Soil Type Initial condition Gravel Bank Loose Compacted Bank 1 0.9 1.05 Converted to Loose 1.11 1 1.17 Compacted 0.95 0.86 1 إجابتك
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…
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
Based on the sieve analysis a soil has % finer for the following sieves: No. 10- 86% ; No. 40- 56% and No. 200- 8%. No Plasticity. Classify the soil by AASHTO classification and give also the group index. Oa. A-1-b(0) Ob. A-3 (0) O c. A-2-6 (0) O d. A-2-7(1)
Define the Purkaystha and Char reduction factor method ?
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…
Based on the sieve analysis a soil has % finer for the following sieves: No. 10- 86% ; No. 40- 56% and No. 200- 8%. No Plasticity. Classify the soil by AASHT0 classification and give also the group index. a.A-2-6 (0) b.A-3 (0) c.A-1-b(0) d.A-2-7(1)
Percentage Passing®o No. 200 | No.40 | No. 10 | No.4 | Ce Cu PL. LL :Classify the soil by A: The UscS give the name and symbol group. B: AASHTO classiflication system Give the group index for each soil. 2.6 16 61 | 64 66
Based on the sieve analysis a soil has % finer for the following sieves: No. 10- 42% ; No. 40- 28% and No. 200- 12%. The liquid limit 18 and Plasticity index is 13. Classify the soil by AASHT0 classification and give also the group index. a.A-2-6 (0) b.A-2-7(1) c.A-1-b(0) d.A-3 (0)
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 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…
What is the soil type based on the USCS classification. cent paing Sieve#4, 52% Per nt pass Sieve#10, 42% Perce bassin Sieve#200, 10% LL=19, P 13,C 2.1, Cu38 O GC O GC-GM O GW-GC-GM O GW-GC