Problem 6 (HKS Problem 7.16) For the cases in the figure below, determine the pressure, elevation and total head at the entering end of the soil, exit end of the soil, and point A of the soil sample. DII 4m 41. T

Problem 6 (HKS Problem 7.16) For the cases in the figure below, determine the pressure, elevation and total head at the entering end of the soil, exit end of the soil, and point A of the soil sample. DII 4m 41. T

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

and the specific gravity was 2.66. Find: A soil sample had total volume of 9.44x10 m³ and a total mass of 1.91 kg. The water content was 14.5% 1- Density of the sample 19 120100 sobi):10 2- Unit weight of the sample 3- Weight of air- 4- Weight of water in the sample 5- Degree of saturation 6-Draw the phase diagram. atslq otocosm to oublon loor la moitianquisob but noneonzib ovods sdt tolle aldswonsimon lienzo ban olimit on auto 102 OUTT S d litsup Intrommotivas saintenien ban and conson organizon 2Diavd lice vilidasidar non birgsb ovoda orl to pro 10 (6) sining at to couture odioqz oil animalo zamemo (1x1) 6 d .b zool sloinsqismi od ban oloineq od to tomognemis otomong gnilaino lice noin.fuppoft 5 Sunsarda fica ovode oda to Ils b u barosqu ei lioz od 101 101019 bisbaste 10 sands Tuol 6 d -odus n niinoo indi alice momeno laimsiog gnilla
مکالمات طوارئ ف.. . %07 2:14 quiz.docx -> Soil mechanic /3 rd stage Quiz Q: A soil profile is shown in Figure, plot the variation of o, u, and o' with depth. G, - 2.65 e = 0.5 6. Zone of capillary rise G; = 265; e = 0. Degree of saturation =S = S0 2.5 Ground water table 10 = 42% (moisture content) G, = 2.71 O Sand I saturated clay E Rock ...
2nds 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
3. For a given soil show that a. G₁ √ sat Yw Wsat (Ysat - Yw)
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/m3
14 17 Example 5.9 For the setup shown, Find total head (h:), Elevation head (he) and Pressure head (hp) for the soil the setup shown. 5 m 5 m Datum H ... 5 m k, = 10k2 %3D Soil 1 Sol 2 A B D E 4 m 4 m 6 m 3 m
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 (%)
A dry sand is placed in a ontainer having a volume of 0.366 ft8. the dry weight Of the sample is 34.41b. A volume OF 0.0522 ft3 container so as not to dist urb the condition of the sand 3. OF water is care Fu lly added to the to if the Specific gravity of sand is 2662, determine the. a.) porosity b) Degree of saturation (2 decimal places) c) Bulk specific gravity (3 dlecimal places) (3deuimal places)
Geotechnical Engineering (UPVOTE WILL BE GIVEN. PLEASE ANSWER THE QUESTION CORRECLTY. NO LONG EXPLANATION NEEDED. FOLLOW THE INSTRUCTIONS CAREFULLY.) A moist soil weighed 895 g with a volume of 425 cm3. After drying, the sample weighed 775 g. Of the dried soil, 400 g was poured into a vessel loose state. Its volume subsequently determined to be 275 cm3. That same 400 g was then vibrated and tamped to a volume of 212 cm3 with Gs = 2.71. Determine the designation of the granular soil based on its relative density. (3 decimal places - Do not round off unless it's the final answer)
Geotechnical Engineering (UPVOTE WILL BE GIVEN. PLEASE ANSWER THE QUESTION CORRECLTY. NO LONG EXPLANATION NEEDED. FOLLOW THE INSTRUCTIONS CAREFULLY.) A moist soil weighed 895 g with a volume of 425 cm3. After drying, the sample weighed 775 g. Of the dried soil, 400 g was poured into a vessel loose state. Its volume subsequently determined to be 275 cm3. That same 400 g was then vibrated and tamped to a volume of 212 cm3 with Gs = 2.71. a. Determine the relative density of soil in %. b. Determine the designation of the granular soil based on its relative density.
3. A constant head permeameter has an internal diameter of 62.5 mm and is fitted in the side with three manometer tappings at points A, B and C. During tests on a specimen of sand the following data were recorded: Test no. 3 Quantity of water collected in 5 min. 136.2 ml 184.5 ml 309.4 ml Manometer level (mm) above datum A 62 112 B 90 122 175 Length between tapping points: A-B 120 mm B-C-125 C 117 164 244
a layer of soil in a tube that is 100mmx 100mm in cross section. Water is supplied to maintain a constant head dierence ot a ocross the sample. The height of each soil sample is 100mm. Knowing that the thiree soll sample were having the sanme length the distane of point B to Ais 300mm. Calculate the eguivalent kin cm/sec from point A to B if k1 k2. and k3 is equal to 1x10 cm/se. 3x10 cm/sec and-4.9x10cm/ser espee