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  1. Exams
  2. GATE CE
  3. Geotechnical Engineering
  4. Soil Mechanics
medium8 marks

Soil Mechanics

22 Topics
35h prep
55% subject weight
22 Topics
1

Three-phase system

1m2/10
πŸ“Œ Key Formulae = Vv/Vs, n = Vv/Vt
2

Phase relationships

1m2/10
πŸ“Œ Key Formulaw = Ww/Ws, Ξ³ = W/V
3

Index properties

1m3/10
πŸ“Œ Key FormulaLL, PL, PI = LL-PL
4

Unified and Indian standard soil classification system

1m3/10
5

Permeability - one dimensional flow

1m3/10
πŸ“Œ Key FormulaDarcy's: v = k i
6

Seepage through soils

1m4/10
πŸ“Œ Key Formulaq = k H (Nf/Nd)
7

Two - dimensional flow

1m4/10
πŸ“Œ Key FormulaLaplace equation
8

Flow nets

1m4/10
πŸ“Œ Key FormulaNf/Nd ratio
9

Uplift pressure

1m3/10
πŸ“Œ Key FormulaAverage head at base
10

Piping

1m4/10
πŸ“Œ Key FormulaCritical hydraulic gradient i_cr = (G-1)/(1+e)
11

Capillarity

1m3/10
πŸ“Œ Key Formulah_c = (2 T cosΞ±)/(r Ξ³_w)
12

Seepage force

1m3/10
πŸ“Œ Key FormulaJ = i Ξ³_w per unit volume
13

Principle of effective stress

1m3/10
πŸ“Œ Key FormulaΟƒ' = Οƒ - u
14

Quicksand condition

1m3/10
πŸ“Œ Key Formulai_cr = (G-1)/(1+e)
15

Compaction of soils

1m3/10
πŸ“Œ Key FormulaDry density Ξ³_d = Ξ³ / (1+w)
16

One- dimensional consolidation

1m4/10
πŸ“Œ Key FormulaCv = Tv H_drΒ² / t
17

Time rate of consolidation

1m4/10
πŸ“Œ Key FormulaU = f(Tv), Tv = Cv t / H_drΒ²
18

Shear Strength

1m4/10
πŸ“Œ Key FormulaΟ„ = c + Οƒ' tanΟ†
19

Mohr’s circle

1m4/10
πŸ“Œ Key FormulaCentre ( (Οƒ1+Οƒ3)/2 , 0 ), Radius (Οƒ1-Οƒ3)/2
20

Effective and total shear strength parameters

1m4/10
πŸ“Œ Key Formulac', Ο†' vs c_u, Ο†_u
21

Stress-Strain characteristics of clays and sand

1m3/10
22

Stress paths

1m4/10
πŸ“Œ Key Formulap-q plot