Given Well graded sand Specific gravity of soil = 2.65 %3D Void ratio = 0.57 %3D Porosity = 36.5% Find the degree of saturation 0.99 O 16.51 20.06 O 3.55
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- Answer no.2 question but plss adjust Correction in soil c in prob1 its 35% clayWhat is the correction factor for a soil with Gs=2.70? 0.99 1.03 2.70 None of the above2nds X CUC UEF. High High High High High High High ar Users/HC/AppData/Local/Temp/2nd Sessional Soil.pdf .*. O a Search 立业 回 + Automatic Zoom the compacter is being used? Q. No. 03 (10 Marks) The soil profile shown below is typical of Miami-Dade County. Estimate the equivalent permeabilities Kvleq) and Kh(eq) in cm/sec, and the ratio of Khfeg)/Kv(eq)? I m Fine Sand k= Ix10" cm/sec Pamlico Formation 5 m Porous Limestone k-2x10 cm/sec Miami Formation 3 m Fine Sand -1x10 cm/sec Fon Thompson Formation 12 m Upper sandy Limestone k- 2x10 cm/sec Fort Thompson Formation Evate Wi Settince TOSHIBA BACK GPACE T Y PI ENTER C. G Y K 4. 0 O SHIFT S ALT CTRL GR
- 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 (%)help me3.1 For a given soil, show that, Yau a. Ysat = Yd+ 1+ e) eSy. (1 + e)w b. Yd %3D
- i li. lIn. N 0:0A مطلوب For a soil sample brought from a site, the dry unit wight is 16.65 kN/m3 and its specific gravity is 2.65. If the water occupies 50% of :the volumn of voids. Calculate نقطتان )2( the water content of the sample is 15.20% 11.17% none 10.0% نقطتان )2( * the void ratio 0.592 0.952 none 0.659 نقطتان )2( * the total unit weight in kN/m3These equations can be applied for dry soil, except: a) Sre = wGs %3D b) Gspw /1+ e c) Ms / V d) Po /1 + wAnswer the following by True or False A soil having Plastic Index (PI) equal -4 ZERO is considered as the best subgrade . soil Coefficient of uniformity equal to D10/-5 . D60
- 11:49 Given the graph of soil A, B, C. SOIL C % finer (by weight) 10 a. 0.745 b. 0.575 7 52% .. ا = }[ © & SOIL B SOIL A ||| ܝܛܛ 1.0 0.1 Particle Size in mm, D 9. Find the gradient coefficient of soil A. c. 0.609 d. 0.677 10. Find the gradient coefficient of soil B. a. 1.125 c. 1.238 b. 1.013 d. 0.956 11. Find the gradient coefficient of soil C. a. 0.7613 c. 0.4412 b. 0.5112 d. 0.6006 0.01Ysat- Yd For a given soil, show that: e = \Yd-Ysat+Yw/Jauno sint to riaum bazausb can eallo Mphi orld bes xoves t A SOIL SAMPLE WEIGHS 14.46 N AND HAS A VOLUME OF 0.000991 m³. 3 att er THE SPECIFICE GRAVITY IS 2.65. THE VOLUME OF AIR Is 0.000167m²³ FIND THE DRY UNIT WEIGHT OF THE ORIGINAL SOIL SAMPLE.