Vertical stresses 1 Flashcards

(43 cards)

1
Q

_________ along a given cross section
of the soil profile is key to analyzing the
compressibility of soils, bearing capacity of
foundations, stability of embankments and
lateral earth pressure on earth retaining
structures.

A

Nature of stresses

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2
Q

______ is a multi phase system

A

Soil

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3
Q

To perform any kind of analysis - we must understand
_________

A

stress distribution

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4
Q

Due to the self
weight of the soil mass.

A

Geostatic Stresses

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5
Q

From structures

A

Excess Stresses

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6
Q

___________- stresses increase with
depth

A

Vertical geostatic

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7
Q

3 types of
geostatic stresses

A

a Total Stress,
b. Effective Stress,
c Pore Water Pressure, u

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8
Q

The rate of drainage depends on the _________ of the soil.

A

permeability

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9
Q

The strength and compressibility of the soil depend on the _________ within the solid
granular fabric. These are called _______.

A

stresses, effective stresses

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10
Q

is the stress applied to the soil by its own
weight

A

Effective Stress

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11
Q

soil carries the stress in 2 ways

A
  • A portion is carried by the water (acts equally in all directions)
  • A portion is carried by the soil solids at their point of contact.
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12
Q

The sum of the vert. components of the forces at their
points of contact per unit of X- sectional area is the
________

A

effective stress

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13
Q

_________ controls the deformation of the soil

A

Effective stress

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14
Q

The interaction between soils and percolating water has an
important influence on:

A

The design of foundations and earth slopes,

The quantity of water that will be lost by percolation through a
dam or its subsoil.

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15
Q

As water flows through soil it exerts a frictional drag on the soil
particles resulting in head losses. The frictional drag is called
_________ in soil mechanics

A

seepage force

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16
Q

It is often convenient to define seepage as the________

A

seepage force per
unit volume

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17
Q

If the seepage direction is downwards, then the resultant seepage
stresses are in the same direction as the gravitational effective
stresses. T or F

A

T

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18
Q

Foundation failures due to ‘__________’ are
quite common.

19
Q

_______ is a phenomenon by which the
soil on the downstream sides of some
hydraulic structures get lifted up due
to excess pressure of water.

20
Q

The pressure that is exerted on the soil due to the seepage of water is called the ____________.

A

seepage force or pressure

21
Q

_______ of soils are reduced due
to the development of neutral stress or pore pressures.

A

Shear strengths

22
Q

In the stability of slopes, the _______ is a very
important factor.

A

seepage force

23
Q

A detailed understanding of the _________ is
therefore essential for a satisfactory design of structures.

A

hydraulic conditions

24
Q

The computation of seepage loss under or through a dam,
the uplift pressures caused by the water on the base of a
concrete dam and the effect of seepage on the stability of
earth slopes can be studied by _________.

A

constructing flow nets

25
At any depth z, zy_b is the pressure of the submerged soil acting downward and izy_b is the seepage pressure acting upward. T or F
T
26
equal to the ratio of the submerged unit weight of soil and the unit weight of water.
Maximum value of hydraulic gradient
27
________ soils lose all of their shear strength and bearing capacity and a visible agitation of soil grains is observed. This phenomenon is known as __________
cohesion less, boiling or a quick sand condition
28
For all practical purposes the specific gravity of granular materials can be assumed as equal to ______
2.65
29
__________ are common in excavations below the ground water table. This can be prevented by lowering the ground water elevation by _______ before excavation.
Quick conditions, pumping
30
Quick conditions occur most often in__________ and cannot occur in coarse soils.
fine sands or silts
31
The larger the particle size, the lesser is the porosity. T or F
F, greater
32
§ Zone between the land surface and water table § Pore contains water and air § Also called as __________
Unsaturated zone, vadose zone or the zone of aeration
33
§ pores are completely filled with water § Contains water at greater than atmospheric pressure § Also called ________-
Saturated zone, phreatic zone
34
§ Surface where the pore water pressure is atmospheric § Divide between saturated and unsaturated zone
Water table
35
Zone immediately above the water table that gets saturated by capillary forces
Zone Capillary Rise/Fringe
36
Soil Water Three categories
1. Hygroscopic water 2. Capillary water 3. Gravity water
37
· Microscopic film of water surrounding soil particles · Strong molecular attraction; water cannot be removed by natural forces · Adhesive forces (>31 bars and up to 10,000 bars!)
Hygroscopic water
38
· Water held by cohesive forces between films of hygroscopic water · Can be removed by air drying or plant absorption · Plants extract capillary water until the soil capillary force is equal to the extractive force – Wilting point: soil capillary force > plant extractive force
Capillary water
39
· Water that moves through the soil by the force of gravity
Gravity water
40
Amount of water held in the soil after excess water has drained is called the field capacity of the soil.
Field capacity
41
Below the water table, pore pressures are ______. In dry soil, the pore pressure is _____. Above the water table, when the soil is saturated, pore pressure will be _______
positive, zero, negative
42
The height above the water table to which the soil is saturated is called the __________
capillary rise
43
Capillary rise · in coarse soils capillary rise is very small · in silts it may be up to _____ · in clays it can be over ______
2m, 20m