ps. not graded do 2017est 120 ord: bre beu sish od 19mesmeSituation 2:A dense silt layer has the following properties:5.6.Void ratio e=0.30Effective diameter D10 = 10 µmCapillary constant C = 0.20 cm²Height of the capillary rise in the silt. b3.33 m13.33 mno 25.0 = sqiq baste to toda mciondnt ST.TI = basd Islialni 18.11 = bendGround water level is 8 m below the ground surface. Assume ys = 26.5 kN/m³ andthat the soil above the capillary action rise and ground surface is partially saturatedat 50%. Determine the following: 6b\ viloubaoo pilverbyd en sui0180Vsb\JidesVEDA 841 Lvsbyn4.81a.b.Vertical effective stress in kPa at a depth of 5m.225 kPaa.b.205.35 kPa179,69kPaa.b.pivuoobnobsort grell to saugobit.phoesbye satni EX signtre otoma0no 10.2= signed in 1915C.6.67 m592 25 td. = 10 melbagailuszbyd benimasdevsbyn ni da 141.13 kPatAC.fVertical effective stress in kPa at a depth of 10m.vob205.35 kPaC.225 kPa179.69kPad.141,13 kPasteh odi snimisbalYeby 1 02.0vsbynISS10 motsulia

Answered: Image /qna-images/answer/f55b0ecc-1a8f-400d-ab99-3e95ce6f9ed2.jpg

4. 5. 6. Height of the capillary rise in the silt. b 3.33 m 13.33 m a. b. Vertical effective stress in kPa at a depth of 5m. 225 kPa 141.13 kPa wol a. b. 205.35 kPa 179.69kPa b. C. 6.67 m 392 28 d. = 10 mibenga vob\ ACC Vertical effective stress in kPa at a depth of 10m. 225 kPa d. 141,13 kPa 205.35 kPa 179.69kPa ysb\5 mild, nid

4. 5. 6. Height of the capillary rise in the silt. b 3.33 m 13.33 m a. b. Vertical effective stress in kPa at a depth of 5m. 225 kPa 141.13 kPa wol a. b. 205.35 kPa 179.69kPa b. C. 6.67 m 392 28 d. = 10 mibenga vob\ ACC Vertical effective stress in kPa at a depth of 10m. 225 kPa d. 141,13 kPa 205.35 kPa 179.69kPa ysb\5 mild, nid

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter16: Soil Improvement And Ground Modification

Section: Chapter Questions

Problem 16.12P

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