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Exams
GATE CE
Geotechnical Engineering
Soil Mechanics
medium
8 marks
Soil Mechanics
22 Topics
35h prep
55% subject weight
22 Topics
1
Three-phase system
1m
2/10
π Key Formula
e = Vv/Vs, n = Vv/Vt
2
Phase relationships
1m
2/10
π Key Formula
w = Ww/Ws, Ξ³ = W/V
3
Index properties
1m
3/10
π Key Formula
LL, PL, PI = LL-PL
4
Unified and Indian standard soil classification system
1m
3/10
5
Permeability - one dimensional flow
1m
3/10
π Key Formula
Darcy's: v = k i
6
Seepage through soils
1m
4/10
π Key Formula
q = k H (Nf/Nd)
7
Two - dimensional flow
1m
4/10
π Key Formula
Laplace equation
8
Flow nets
1m
4/10
π Key Formula
Nf/Nd ratio
9
Uplift pressure
1m
3/10
π Key Formula
Average head at base
10
Piping
1m
4/10
π Key Formula
Critical hydraulic gradient i_cr = (G-1)/(1+e)
11
Capillarity
1m
3/10
π Key Formula
h_c = (2 T cosΞ±)/(r Ξ³_w)
12
Seepage force
1m
3/10
π Key Formula
J = i Ξ³_w per unit volume
13
Principle of effective stress
1m
3/10
π Key Formula
Ο' = Ο - u
14
Quicksand condition
1m
3/10
π Key Formula
i_cr = (G-1)/(1+e)
15
Compaction of soils
1m
3/10
π Key Formula
Dry density Ξ³_d = Ξ³ / (1+w)
16
One- dimensional consolidation
1m
4/10
π Key Formula
Cv = Tv H_drΒ² / t
17
Time rate of consolidation
1m
4/10
π Key Formula
U = f(Tv), Tv = Cv t / H_drΒ²
18
Shear Strength
1m
4/10
π Key Formula
Ο = c + Ο' tanΟ
19
Mohrβs circle
1m
4/10
π Key Formula
Centre ( (Ο1+Ο3)/2 , 0 ), Radius (Ο1-Ο3)/2
20
Effective and total shear strength parameters
1m
4/10
π Key Formula
c', Ο' vs c_u, Ο_u
21
Stress-Strain characteristics of clays and sand
1m
3/10
22
Stress paths
1m
4/10
π Key Formula
p-q plot