3. A constant head permeameter has an internal diameter of 62.5 mm and is fitted inthe side with three manometer tappings at points A, B and C. During tests on aspecimen of sand the following data were recorded:Test no.3Quantity of watercollected in 5 min.136.2 ml184.5 ml309.4 mlManometer level(mm) abovedatumA62112B90122175Length between tapping points: A-B 120 mmB-C-125C117164244

According to the question an constant head permeameter of given diameter is fitted is fitted with 3…

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. 1 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

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. 1 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

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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Factor Equipment Variable Term Correction Energy Ratio Donut Hammer Safety Hammer Automatic Hammer 65 to 115 mnm CE = ER/60 0.5 to 1.00) 0.7 to 1.20) 0.8 to 1.50) Borehole Св 1.0 Diameter 150 mm 1.05 200 mm 1.15 Sampling method Standard sampler Cs 1.0 Non-standard sampler 1.1 to 1.3 Rod Length 3 to 4 m CR 0.75 4 to 6 m 0.85 6 to 10 m 10 to >30 m 0.95 1.0 'Values presented are for guidance only. Actual ER values should be measured per ASTM D 4633 O a 20 Ob 14 Ос 19 Od 13
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 ...
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KOOHAN ERSITES MSKÜ-LMS 3\ A soil profile is given below. 3m thick dry clay is underlain by 4m thick sand. At the bottom 6m thick saturated clay layer is present which is underlain by impervious and massive bedrock. planmad Related data are provided in the figure. (No capillary action) and (A, B and C points are located in the middle of the layers Duzerinden tienmis Match the related data: oruyu tie surface 3m Dry clay, va:16KN/m Sand, yeni19kN/m? 4m Yan 22kN/m Saturated clay, Yary 20kN/m 6m Impervious bedrock Effective vertical stress at point C in kPa If a surcharge (100KPA additional uniform load) is applied to the surface, what is thệ excess pore water pressure at point Cimmediate construction (in kPa)? 140 95 Effective vertical stress at point B (in kPa) If a surcharge (100kPa additional uniform load) is applied to the surface what is the excess pore waten pressure in the sand after the construction (in kPa)? Total vertical stress at point C in kPa Pore water pressure at point C…
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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
35 The data from a falling head test is shown. Diameter of standpipe: 6 cm. Initial Head: 90.97 cm. Duration of test: 17 min. Length of soil sample: 30.68 cm. Diameter of permeameter: 40 cm. If the soil permeability is 0.0089 cm/min, detemine the final head (in cm.) of the permeability test. Round off to two decimal places.
The following results are obtained from a series of cone penetrometer tests. Mass of empty can, g 18.4 19.3 51.5 45.6 Mass of empty can + wet soil sample, g Mass of empty can+dry soil sample, g 37.8 35.8 Cone penetration, mm 25 16 Determine the liquid limit in percent. Round off to two decimal places.
26. choices: a. 4.52 b. 4.57 c. none d. 4.33 e. 4.39
Question 5 A well pumping at 2180.4 m³/d has observation wells located 3, 12, 46, 91, and 122m away. After 0.14 day of pumping, the following drawdowns were observed: Distance (m) Drawdown (m) 4.60 3 12 2.87 46 1.34 91 0.52 122 0.08 data on semi-log scaie usiny ivATLAD, Determine transmissivity (T) in m?/d, hydraulic conductivity (K) storage coefficient (S) m/d, and the