2. INTRODUCTION
• What is a Slope Protection ?
• Classification
1. Natural Slope.
2. Manmade Slope.
3. COMPONENTS OF A WELL DESIGNED SLOPE
• Surface Protection.
• Surface Drainage.
• Subsurface Drainage.
• Other protective provisions.
4. HOW DO SLOPES FAIL ?
• Slope can collapse easily by shear if the soil is nearly
saturated and high pore pressure can be built up
rapidly.
• The falling debris carried by its potential and
momentum can rush down the slope at very high
speed and travel a long distance causing huge
damages.
5. FACTORS AFFECTING STABILITY OF SLOPES
• Topography and its surrounding physical conditions.
• Geological conditions such as the nature and the depth
of its subsoil, degree of decomposition , or location of
fracture etc.
• Shear strength of the slope-forming materials.
• Surface and ground water condition.
• External loading and surcharges.
6. • STABILITY OF SLOPES CAN BE ACHIEVED BY
FOLLOWING METHODS
• A surface drain system that is capable to discharge all
the storm water within the catchment area affecting
slope in a designated period of time.
• A surface drain system usually consists of:
- surface channel
- stepped or trapezoidal channel
- catch pit or sand trap.
9. • PROTECTION AND TREATMENT TO ROCK SLOPE
• Scaling – Manual method of removing loose rocks and
boulders from exposed rock surfaces.
10. • CONSTRUCT BUTRESS SUPPORT
• This is a concrete or masonry gravity structure to
retain the rock mass.
•
11. • MESHING
• Slope mesh is a commonly used method to protect
people and structures from rock fall, as well as other
geohazards.
• Installing a mesh system involves drilling anchors,
installing the posts and support cables, securing the
mesh netting onto the system, and stitching and
weaving the mesh panels together.
14. • DOWEL
• A hole is drilled and steel bars are anchored usually
25mm to 35 mm diameter and 1 to 3 m long, to
stabilize a weak zone. The hole is grouted afterwards.
• ROCK-BOLT NAIL
• The tensioned bars are inserted into rock forming a
short anchorage zone in rock so that an unstable slope
being reinforced.
• Rocks bolts are 25 to 40 mm in diameter , 3 to 6 m
long and tensile working load of 100KN