Based on my data and results can you please provide me a conclusion. and recommendation.
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Based on my data and results can you please provide me a conclusion. and recommendation.
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- dys.mu MSKÜ-LMS 016 ŞB: 1 ÖRGÜN Soil Mechanics Mühendislik Fakültesi Mac Atterberg limits of a soil sample are given: LL:55% and PL:25%. Give the name of the soil typle considering the chart given below? Remember PI=LL-PL 60 U-line PI - 0.9 (LL -8) 50 Z 40 CH or OH A-line PI0.73 (LL - 20) 30 CL OH 20 or OL MH CL- ML 10 ML& OL 10 20 30 40 50 60 70 80 90 100 Liquid limit (%) O a. CL or OL O b. CH OR OH O c. OH or ML O d. GL or ML O e. M ail E AR .ill lenovo Plasticity index (%)For a given soil, the following are given Gs 2.64, moist unit weight = 17 4 kN/m3, and moisture content = 11.51% Determine the weight of water, in kN, to be added per cubic meter of soil to reach 82% degree of saturation. Round off to three decimal places. h> A Moving to another question will save this response. Activte Ruestion 2 of 20 Go to Settings to activate Windows ASUS W R- T Y] G H. V.1. Percent passing on sieve 600um Weight Retained Individual Cumulative Percent Sieve (g) Percent Percent Passing 4.75mm 31.5 2.36mm 67.6 1.18mm 96.5 600um 111.1 300um 60.5 150um 115.6 75um 17.5 pan 31.5 O a. 38.70 O b. 36.70 O c. 34.70 O d. 40.70
- 1. Percent passing on sieve 600um Weight Individual Cumulative Percent Sieve Retained Percent Percent Passing (g) 4.75mm 31.5 2.36mm 67.6 1.18mm 96.5 600um 111.1 300um 60.5 150um 115.6 75um 17.5 pan 31.5MIDTERM EXAM (page 1 of 3) - Opera dys.mu.edu.tr/mod/quiz/attempt.php MUOLA MUĞLA ŞITKI KOÇMAN ÜNİVERSİTESİ MSKÜ-LMS MINE 3016 ŞB: 1 ÖRGÜN Soil Mechanics Mühendislik Fakültesi Maden Mühendisliği 2020-2021 Bahar Soru 1 A Soil sample has a dry unit weight of 16kN/m3 and saturated unit weight of 22KN/m³. Find and match: Henüz cevaplanmadı Water content if degree of saturation is 50% (in %): Seç. + 12,00 üzerinden işaretlenmiş Unit weight if degree of saturation is 50% (in kN/m3): Sec. P Soruyu işaretle Water content at saturated state (in %): Sç. + Void ratio if Gs=2.63: Seç. + Soru 2 Proctor test results are plotted on the chart given below with air void lines. Find optimum water content and maximum dry density. Henüz 2.40 cevaplanmadı 2.30 12,00 üzerinden 2 20 işaretlenmiş 16:42 Masaüstü C 40) TUR 7.05.2021Classify Soil C (group classification and group index) using AASHTO method. SOIL SAMPLE SIEVE NO. DIA. (mm) A В # 4 4.76 90 100 100 # 8 2.38 88 90 100 # 10 2 86 77 98 # 20 0.84 84 59 92 # 40 0.42 82 56 84 # 60 0.25 80 54 79 #100 0.15 78 51 75 #200 0.075 76 48 72 Characteristics of # 40 fraction LL 38 28 50 PL 30 45
- For a given soil show that: n Ysat - Ya YdYsat + Yw -(1-n)1. Percent passing on sieve 4.75mm Weight Individual Cumulative F Sieve Retained Percent Percent (g) 4.75mm 31.5 2.36mm 67.6 1.18mm 96.5 600um 111.1 300um 60.5 150um 115.6 75um 17.5 pan 31.5 Oa. 93.70 ) b. 90.70 Oc. 97.70 d. 99.70WW Water Treatment II- 15th May 2022- Third Class- Pollution Control Branch US 3 Q1: AP. 5 Vs Determine the terminal settling velocity for a sand particle with an average diameter of 0.5 mm and a density of 2600 kg/m³ settling in water at 20°C. μ = 1.002 × 10-³ N-s/m² Pw= 998.2 kg/m³ 8(pp-P.) d 18μ U₂ RePwVsdp/H, Cp- = Stock 3 24 + N +0.34
- Q3- Use the soil properties given in Table below and classify the soil according to AASHTO and Textural System. Show all calculations and steps. Size, mm 37 12.5 4.75 0.6 0.3 0.15 0.075 0.008 0.0006 % finer 100 93 84 (50+17 49 45 41 34 | (10+17 4Situation 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…Q2/ Classify the soil with the following properties according to the USCS Dia.(mm) 2.0 0.84 0.42 0.25 0.15 0.075 L.L= 40 P.L= 15 % passing 100 91.5 79.2 60 30 10