2. Joints may be defined as cracks or
fractures present in the body of a
rock.
These joints thus divide the rock into
parts or blocks.
The joints may be either open or
closed.
INTRODUCTION
3.
4. Open joints – In which the rocks are
separated or opened out for some
small widths in a direction at a right
angle to the fracture surface.
Closed joints – However there is no
such separation.
CONTINUE…
5. Major Joints – In this prominent and
well developed and extending
continuously for considerable lengths
as compared to others.
Such major joints are called as master
joints or prominent joints.
CONTINUE…
6. The inclination of the joint plane with
the horizontal is called dip of the joint.
The line along which the joint plane
meets the surface is called strike of
the joint.
The strike direction is perpendicular to
dip direction.
ATTITUDE OF JOINTS
7. The Joints may be classified into two
major classifications.
1) Geometrical Classification
2) Genetic classification.
CLASSIFICATION OF JOINTS
8. The geometrical classification of joints
is based on attitude the of joints with
respect to that of the beds.
Accordingly there are three types of
joints that is strike joints, dip joints,
oblique joints & bedding joints.
1. GEOMETRICAL CLASSIFICATION
9.
10. Strike joints are those in which the
strike of the joint is parallel to the
strike of the beds.
I . STRIKE JOINTS
11. Dip joints are those in which the strike
of the joints is perpendicular to the
strike of the beds .
ii. DIP JOINTS
12. Oblique joints are those in which the
strike of the joints are neither parallel
nor perpendicular to the strike of the
joints.
iii. OBLIQUE JOINTS
13. They are parallel to the bedding plane
having same plane having same strike
& dip.
iv-BEDDING PLANE
14. Depending upon the causes of their
origin, joints may be divided into
i. Tension joints
ii. Shear joints
iii. Compression joints
2. GENETIC CLASSIFICATION
15.
16.
17. Tension joints are those which are
formed due to tension forces or
stresses produce in the rock.
The direction of the joints is always
perpendicular to that of the force
which tries to pull them apart.
i. TENSION JOINTS
18. They are formed by the shearing
stresses , which tend to slide one part
of the rock against other.
They are developed during folding &
faulting.
These joints are developed in the
limbs of the folds.
ii . SHEAR JOINT
19. Rocks may be compressed to crushing
& numerous joints may result due to
compressive forces in this case.
In the core regions of folds where
compressive forces are dominant
results in the compression joint.
Iii . COMPRESSION JOINT
20. For civil projects the investigation of
rock joints is important because joints
acts as source of weakness for the
rocks, and also as a source of leakage
through the rocks.
The joints play a vital role in landslides
in hilly regions, because they serve as
a slip surface.
SIGNIFICANCE OF JOINTS
21. Physical and engineering geology –
S.K. Garg,
Engineering and general geology –
Parbin Singh.
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