Soil Mechanics Lecture 6 Flashcards

1
Q

What is the range of capillary rise in soils (m) for sands?

A

0.1 -1.2

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2
Q

What is the range of capillary rise in soils (m) for silts?

A

0.75-7.5

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3
Q

What is the range of capillary rise (m) for clays?

A

7.5-23

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4
Q

What does the equation:

h1 = C/(e*D10)
e = void ration
D10 - effective size (mm)
C= constant (10-50 mm^2)

represent?

A

the variation of degree of saturation in the sand column

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5
Q

What does flow around a sheet pile mean?

A

On the side with the higher table the effective stresses will increase, on the other the effective stresses will decrease

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6
Q

What is bernoulis theory?

A

Shows that the total head, H, is made up from the elevation, pressure and velocity head

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7
Q

What is the definition of a state variable?

A

the physical consitions in which the soil exists

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8
Q

Give an example of a state variable

A
  • Density
  • Stress
  • Fabric
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9
Q

How is stress in a soil induced?

A

The self weight of the material plus

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10
Q

What kind of pressure is found in soils, and what does it mean?

A

Hydrostatic, same in all directions

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11
Q

What is the definition of fabric?

A

The arrangement of particles and their orientation

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12
Q

What are useful bits of information when working out water pressur?

A
  • Cannot sustain shear forces
  • Incompressible
  • Has a density of 1000
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13
Q

How do we calculate water pressure and what is it’s symbol in soil mechanics?

A
u = rho_w*g*z
u = gamma_w*z

(measured in kNm^-2 or kPa)

**for no flow conditions

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14
Q

How do you calculate the dry self-weight of the soil?

A

sigma_z = gamma_d*z
= rho_d * g *z

where gamma_d and rho_d are the dry specific weight and the dry density

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15
Q

How do you calculate the self weight/ stress exerted by satruated soil?

A

theta_z = gamma_sat*z

= rho_satgz

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16
Q

what is total stress?

A

The sum of all stresses acting on the soil element

17
Q

What is effective stress?

A

The stress supported by the soil skeleton

18
Q

What is the equation for effective stress?

A

sigma’ = sigma - u

where sigma’ is the effective stress
sigma os the total stress
u is the pore water pressure

19
Q

What is an alternate form of the equation for effective stress?

A

simga’ = (gamma_sat - gamma_w)*z

= (rho_sat - rho_w)gz