Assignment 3 Solutions 1. For the retaining wall shown in Figure 1, determine the at-rest lateral earth force per unit meter length of the wall. Also, find the location of the resultant for the following cases: a) H1 = 2.5 m, H2 = 2.5 m, q = 0, sat = 19 k
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Seepage through Homogenous Earth Dams
The following steps can be followed to sketch a flow net:
1- Approximate the pheratic line as a parabola with focus F located at the intersection of the bottom flow line and the drainage blanket. 2- Locate point A on
Assignment 2 Solutions 1a)
EP = 10.0 m
FL
EP = 0 m
Datum
EP = 7.14 m
EP = 4.28 m
EP = 1.43
EP = 8.57 m
EP = 5.71 m FL
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Nf = 3 Ne = 7 Ht = 10 m k = 6.0 10-4 m/s Q= Nf Ne H t k 2.6 10-3 m3/s/m
CIVE 416: Geotechnical Engineering
Winter, 2009
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McGill University DEPARTMENT OF CIVIL ENGINEERING AND APPLIED MECHANICS CIVE 416 - Geotechnical Engineering Assignment No. 3
1. For the retaining wall shown in Figure 1, determine the at-rest lateral earth force per unit meter length of the wall. Also, fi
Assignment 3 Hints
Refer to Figure 1 below. Please note that the nomenclature used for the angles shown in this figure differ from that found in your notes. It is your responsibility to identify the equivalent/corresponding anglesbetweenwhatisdescribedher
Assignment 3 Solutions 1. For the retaining wall shown in Figure 1, determine the at-rest lateral earth force per unit meter length of the wall. Also, find the location of the resultant for the following cases: a) H1 = 2.5 m, H2 = 2.5 m, q = 0, sat = 19 k
Computer Assignment
A circular footing 8 m in diameter is to be placed in soft clay at an elevation of 40 m above the underlying bedrock. Refer to the figure below. The elastic modulus, E, of the foundation material is 1000 kPa, and the Poissons Ratio is
Tutorial Example
A strip footing 6 m in width (i.e. B = 6 m) is to be placed at an elevation of 20 m above a strong bedrock. The foundation material is a soft-to-medium clay (E = 5 MPa). The water table coincides with the elevation where the base of the f
McGill University DEPARTMENT OF CIVIL ENGINEERING AND APPLIED MECHANICS CIVE 416 - Geotechnical Engineering Assignment No. 2
1. Calculate the seepage occurring beneath the dam shown in Figure 1 for the case where (a) There is no cut off (b) There are two
Assignment 1 Solutions
1. Define clearly the following terms (express in equations where possible)
Effective stress
Effective stress is a measurement of the load borne by the soil skeleton (as described/idealised by Terzaghi). It is the sum of the total
McGill University DEPARTMENT OF CIVIL ENGINEERING AND APPLIED MECHANICS CIVE 416 Geotechnical Engineering Review Assignment No. 1
(Due Date: Friday January 16)
1. Define clearly the following terms (express in equations where possible) Effective stress Pr
McGill University Faculty of Engineering
CRIB SHEETS CIVE 416 Winter 2010
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McGill University
Department of Civil Engineering and Applied Mechanics
CIVE 416 - Geotechnical Engineering
Winter 2010
Supplementary Problems
\26: The surface of a granular soil mass is inclined at 25 to the horizontal. The soil is saturated throughout
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