Introduction:
Gabions
are rectangular basket fabricated from a hexagonal mesh of heavily galvanized
steel wire filled with rocks and stacked at to of one another to form a gravity
type wall. Gabions depends mainly on the interlocking of the Individual stones
and rocks within the wire mesh for internal stability.
bjectives (why use gabions):
The
main objective of providing gabions is to stabilize slope with seepage problems
(less porous soil) Problems and non cohesive soil. Used also at soil water
interface where the soil conditions, water velocity and expected vegetative
lover are such that the soil may erode under the design flow conditions.
Vertical
walls can be used in some cases but the advantage of gabions in that it is very
porous than walls hence is very strong in maintaining pressure accros it.
Materials used:
(a) Galvanized
steel wire mesh to preven corrosion in the wire mesh.
(b) Unweathered
rocks/stones (100m to 250mm)
Size:
·
For strong wall unweathered materials
are used, this also prevents the breakdown of the rocks into pieces.
(c) Geotextile
material to prevent movement of soil into the gabions
(d) Binding wire.
Should be made of same material
as the wire mesh so as to prevent corrosion.
Tools used:
(a) Fasteners
(b) Measuring
tabe
(c) Lump
hammer
(d) Pincer
(e) Hand
Compactor
Participants:
(a) Site
Engineer
(b) Fore
man
(c) Skilled
labours
(d) Unskilled
labours
Procedures Undertaken:
i.
Preparation
of foundation on which the gabions are to be placed.
(a) This includes
cat and fill and grading surface irregularities loose material, vegetation and
all foreign matters share removed from foundation surface area.
(b) Compaction of bedding or filler material by
using hand compactor to bring the level surface ready to receive gabions.
Preparation of
foundation is done to prevent settling of the gabions (lateral and vertical
movement).
ii.
Assembly
of gabion baskets by joining the vehicle edge with fastener. Assembly gabions
should conformed to the engineering specification i.e. (MXIMXIM
iii.
Place
the empty gabions baskets on the foundation surface and Interconnect the
adjacent gabions a loud the top bottom and vertical edge using lacing wire.
iv.
Fill
the gabions carefully with un weathered rocks ensuring alignment avoiding
bulges and providing a compact mass that minimizes voids.
v.
Placing
of gabion lids over the rock filling and seaweed to the sides and ends with
binding wire.
vi.
The
next gabion basket is placed over the previous on by staggering the vertical
joints between the gabions of adjacent row and layers by one half of a cell
length.
COCLUSION:
Gabion
walls at sloppy and seepage areas are the strongest wall that normal concrete
wall and are cheap that the concrete walls.
STONE
PITCHNG:
Introduction:
Stone pitching is a hard wearing stone
surface using large stones, set into the slopy ground or side drains n the
manner of rough labels to provide the reasonably level surface.
A surface drain system that is capable
of discharging all the storm water with in the rain water attachment area.
Objectives:
The main objective of constructing
stone pitched drains is to provide
drainage system at the road pavement preventing water from uphill to enter the
pavement. Stone pitched also protects the slope from weathering.
Material
Used:-
(a) Stone
that are hard, sound and free from weathering and decay.
(b) Portland
cement (hardens under water).
(c) Sand
(d) Water
Tools
Used:
(a) String
or rope for marking out the route.
(b) Measuring
tape for dimensions
(c) Spade
for mortar, mixing and loading
(d) Trowels.
(e) Lump
hammer
(f)
Wooden floats.
Participants:
(a) Site
engineer
(b) Fore
man
(c) Trainees
(d) Skilled
labours
(e) Unskilled
labours.
Procedures:
i.
Marking out the route by using string
where by it is tred in such a way that the width of the pitch becomes 20cm.
ii.
Batching of material, this is done by
considering the mortar mixing ratio.
Where by the ration used was 1:4
iii. Measured
material (Sand and cement) were mixed together thoroughly until the mixture become
homogeneous, then water was added and mix together to form mortal.
iv. On
the biding concrete under the excavated drainage, water was applied to wet the
surface and amount of mortar was spread on the surface ready to receive the
stones.
v.
Hard un weathered stones where laid
carefully on the mortar, hammered down with a lump hammer in position to make
sure they are within the string provided and obtained a bond by fitting in
closely adjacent stones.
vi. The
process of applying mortar and laying stone o it is repeated until we go to the
height of 1m from the blinding concrete.
vii. After
reading 1m height finishing is done to level the surface of the pitched stone
by applying amount of mortal and wooden floats is used.
viii.
Pointing was the applied to the mortar
joints all stone pitched drain.
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