A 6. lled till of z8,500m2 and doy unidweight of 17 3 kN/mo mtobe consdauctd. it the soil us edhasmoistonecondent of 15:% and Gs =2:4%3Dto deul weight of soil neadedHow much wa ten should be added to tollysatorate the Soil (at for conotawdtion)water content cwhen soil iswhat iatheb.what is newSatur d.

Answered: Image /qna-images/answer/888ab0be-a005-4092-bb8d-b6c725d0c1c2.jpg

of i7.3kN/m? A Bo lled till of 38,50om² and dow unid uweight of it 3 kN/m to be consdauctd. it the soil us ed has a moistone condent of 15.% and Gs =2:4 to dal weight of soilneeded: what ia the How much wa ten shoold be addad to tolly satorate the Soil lat fon conédaution) what is new water content cwhen soil is Satur d. c.

of i7.3kN/m? A Bo lled till of 38,50om² and dow unid uweight of it 3 kN/m to be consdauctd. it the soil us ed has a moistone condent of 15.% and Gs =2:4 to dal weight of soilneeded: what ia the How much wa ten shoold be addad to tolly satorate the Soil lat fon conédaution) what is new water content cwhen soil is Satur d. c.

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

I need the answer quickly
i need the answer quickly
Juo Situation 1: alqma Isoubilya s no 300 hom63 28W 120 illdsom bsod terco A Sito be A layer of saturated clay 4 m thick is overlain by sand 5 m deep, the water table being 3 m below the surface. The saturated unit weights of the clay and sand are 19 and 20 kN/m², respectively. Above the water table, the dry unit weight of the sand is 17 kN/m³. Determine the following: 169 11 1. Effective stress. 167 kPa b. 71.38 kPa 2. Water pressure. a. 167 kPa b. 71.38 kPa ASYMENT nim ni PTSS.O d. nimal+vsso d almal 2017.O .b 3. Total stress or pressure. 167 kPa 108.14 kPa 58.86 kPa im ni ni vioolov.sgisdbal 108.14 kPa 58.86 kPa nimal XP240 biov odt li visolev ogeqso? TA24.0 niral 201.I d C. 108.14 kPa dribsnodeb. sin 71.38 kPani benimsieb 26 dalam 58.86 kPa vivibubno osbyd SAT bozu sish edT 191emseneg baad gailiste to seu geblso
Example 7.3: A layer of sand oil with porosity = 25%, Swi=40%. Estimate k value using a chart? H.W. using an equation.
wite uses of ports and HarbouIs in pokiston ·
The data from falling head test is shown.Diameter of standpipe: 5cmInitial Head: 93.59cmDuration of test: 19minLenght of Soil sample: 32.37cmDiameter of permeameter: 44cmIf the soil permeability is 0.0051 cm/min, determine the final head (cm) of the permeability test.Roud off to two decmila places.
pehrmina the effecery ofa Seliy busin with fortbary data. S.0.R = 30 m/day Os : 1.19 m Cm3 Cm3 M= 1:02 cp paiticle distribution in the aw uater. particle Size 10:09 0.070.050.03 0.0i 80 95 7. weight fraction 15 20 55 100 use Ax = 0.04 useful formula Us = 13M Np = O Vs d
A soil speCimen has the Fullowing properties- gradahon apeninscmm) frehained seileqm) Sieve meiss a.425 2.00 280 Noz0 0.85 180 140 No 50 240 Nopo レ/5 166 No 200 . 075 200 Pan * plashicily L35 Classiy the seil auording to the Unified Seil Clasificaion System PL-26 CU.S.C.S.) Note: This quiz is lo be answered in the day and nght studies.(All groups) by all studenti quiz previously dane by groups A 4B will be ignored and, the guiz gven above will fe regerded inslead. The
- Once answered correctly will UPVOTE!!
9) The ditali of a tost arrieal out on a sludgeaple follews: are dish=9.52gm Weight of Kaw Sludge Sample and. Aptor drying Cia stat ) Aple buning Clastad) = 25.27gm = 11: 46gm -8.38gm Calalata the percestage of total Soliel md Volatiu Selid. in the aboke of sewage
2) Re ference paint | 12m 14m 12m Imperviaus Rocla, For the given flany net the hydraulie gravity of the soil is kz0i003 ċm/sec- Calculate a) The total seepape loss per unit leag th in m3%sec/m at A,Bad C b) The pore Pressure