Note: Given all questions are subbarts.. Kindly give me all right solutions with clear calculations. Thank you A layer of silty soil 5m thick that lies below the ground surface at a particular site has thefollowing properties:e = 0.8, Gs = 2.7, D10 = 0.025mm, C = 0.5 cm²Assuming that the soil is 60% saturated at the zone of capillary rise, solve for the ff:(2.5m, 22.075/36.79,65.4,74.665)a. Height of capillary rise h.b. Effective stress at point A.c. Effective stress at point Bd. Effective stress at point CGLGLCapillary fringeCapillaryh saturated zone5 mGWT B

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Answered: a. Height of capillary rise h. b.…

a. Height of capillary rise h. b. Effective stress at point A. c Effective stress at point B d. Effective stress at point C

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter9: Consolidation

Section: Chapter Questions

Problem 9.8P

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Note: Given all questions are subbarts.. Kindly give me all right solutions with clear calculations. Thank you

A layer of silty soil 5m thick that lies below the ground surface at a particular site has the
following properties:
e = 0.8, Gs = 2.7, D10 = 0.025mm, C = 0.5 cm²
Assuming that the soil is 60% saturated at the zone of capillary rise, solve for the ff:
(2.5m, 22.075/36.79,65.4,74.665)
a. Height of capillary rise h.
b. Effective stress at point A.
c. Effective stress at point B
d. Effective stress at point C
GL
GL
Capillary fringe
Capillary
h saturated zone
5 m
GWT B

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The soil profile at a site consists of 5 m sand underlain by clay layer. The ground water table is 2 m below the ground surface. Average void ratio of sand is 0.52. Water content of clay is 42% and degree of saturation of sand above water table is 37%.Assume specific gravity of sand and clay is 2.65. 1. Compute the unit weight of clay. a. 19.82 kN/m³ b. 17.47 kN/m³ c. 18.62 kN/m³ d. 16.20 kN/m³ 2. Compute the total pressure 10 m below the ground surface. a. 185.41 kPa b. 160.25 kPa c. 140.53 kPa d. 153.62 kPa 3. Compute the effective pressure 10 m below the ground surface. a. 106.94 kPa b. 96.52 kPa c. 115.62 kPa d. 108.36 kPa