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

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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Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

ps. not graded

do 2017est 120 ord: bre beu sish od 19mesme
Situation 2:
A dense silt layer has the following properties:
5.
6.
Void ratio e=0.30
Effective diameter D10 = 10 µm
Capillary constant C = 0.20 cm²
Height of the capillary rise in the silt. b
3.33 m
13.33 m
no 25.0 = sqiq baste to toda mcio
nd
nt ST.TI = basd Islial
ni 18.11 = bend
Ground water level is 8 m below the ground surface. Assume ys = 26.5 kN/m³ and
that the soil above the capillary action rise and ground surface is partially saturated
at 50%. Determine the following: 6b\ viloubaoo pilverbyd en sui0180
Vsb\Jides
VEDA 841 L
vsbyn4.81
a.
b.
Vertical effective stress in kPa at a depth of 5m.
225 kPa
a.
b.
205.35 kPa
179,69kPa
a.
b.
pivuoobno
bsort grell to saugobit.
phoesbye sat
ni EX signtre otoma0
no 10.2= signed in 1915
C.
6.67 m
592 25 td. = 10 melbagailuszbyd benimasde
vsbyn ni da 141.13 kPa
tAC.f
Vertical effective stress in kPa at a depth of 10m.
vob
205.35 kPa
C.
225 kPa
179.69kPa
d.
141,13 kPa
steh odi snimisbal
Yeby 1 02.0
vsbynISS
10 motsulia

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