In the figure below if hy 3 m h=28 m q=500 kN/m? -1- KNim (net stress increase) HAVAVAVI. Sand 1.5 m y= 15.7 kNim Groundwater Table BxL= 1.5 mx 3.0 m him Sand Ya= 16.5 kNim Clay Yu 16 kN/m 0.68 C, =0.25 c, -0.06 h2 Please fill in the blank with only one digit and no units like this 1234 A) if the drainage in the clay layer is single drainage, resulted in 90% primary consolidation in 1 5540

In the figure below if hy 3 m h=28 m q=500 kN/m? -1- KNim (net stress increase) HAVAVAVI. Sand 1.5 m y= 15.7 kNim Groundwater Table BxL= 1.5 mx 3.0 m him Sand Ya= 16.5 kNim Clay Yu 16 kN/m 0.68 C, =0.25 c, -0.06 h2 Please fill in the blank with only one digit and no units like this 1234 A) if the drainage in the clay layer is single drainage, resulted in 90% primary consolidation in 1 5540

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

Sediment transport

Sediment transport or Soil transport is the movement of solid particles, usually due to the combination of gravitational forces acting on the sediment, and the movement of the liquid at which the sediment enters. Soil erosion occurs in natural systems where the particles are sandstones (sand, rocks), mud, or clay; the liquid is air, water, or ice; and the gravitational force that works to move particles to the landing surface. Sediment transportation or soil migration due to the movement of liquids occurs in rivers, lakes, lakes, oceans, and other bodies of water as a result of currents and waves. Transportation is also caused by glaciers as they flow, and to places on earth under the influence of wind. Soil erosion due to gravity alone is possible in most sloping areas, including hills, scarves, cliffs, and the continental shelf — the continental boundary of the slope.

Question

سويل
In the figure below if h,=3 m: h2=2.8 m; q=500 kN/m?
9- KN/m? (net stress increase)
AVAVAV
Sand
y= 15.7 kN/m
1.5 m
Groundwater Table
BxL= 1.5 m x 3.0 m
him
Sand
Yat= 16.5 kN/m
Clay
Yaa= 16 kN/m
e, = 0.68
C. = 0.25
C, = 0.06
h2
Please fill in the blank with only one digit and no units like this 123.4
A) if the drainage in the clay layer is single drainage, resulted in 90% primary consolidation in 120 days. Find the coefficient of consolidation in cm/day.
554.0
B) If c, =621 cm/day, and the tool settlement is 30 cm, How long (in days) will it take for the clay layer in the field to reach 11 cm consolidation?
13.3
•..
المزيد

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