Excavation and Rubble Soling in a Nut-Shell for Building Construction
is the process of moving earth, rock, and other materials from the ground level
with tools and equipment. The excavation work includes excavation to approved
depth, dressing of loose soil, making up to cut off level, trenching, shoring,
disposal of surplus excavated material, etc. Earthwork can be done manually,
with equipment or with explosives. Excavation includes two
involves removal of material from an area in order to reduce its height.
Filling involves the addition of material to an area in order to increase the
For further understanding, (Refer course: Basics of Excavation). Here, how the process of earthwork is carried out is described.
- Excavation in Soft soil
Before the earthwork is started, the area to be excavated should be cleared of grass, roots of trees, and other materials. If the soil is unsuitable, then it should be dug to a depth at which a stratum of good hard soil is found. Water in trenches should be pumped out which is accumulated in the foundation during the excavation work and provision should be made for all extra excavation in dredging out water from the trenches. Shoring should be carried out properly to resist side pressure ensuring safety from slippage. The trenches should be compacted and dressed properly to provide levelled top surface.
- Filling / Re-Filling
Earth used for filling shall be loose, free from brick-bats, stones, or other materials. Normally the excavated earth is used for filling but if such earth contains deleterious material, the same shall not be used. The fillings shall be spread in layers of 150 mm to 230 mm; each layer shall be watered, rammed, and compacted. During the earth filling, the earth is properly consolidated and an adequate amount of water is left on top of the filling. The relative density for the back fill earth shall not be less than 95% of the standard proctor density to the original earth unless it is approved by the Engineer.
- Filling sand
The sand which is used for filling should be clean, free from dust, and of approved quality. The sand should be spread in layers of 150 mm; each layer shall be rammed and consolidated. Compaction should be done uniformly without damaging the underneath surface. The compacted sand of each layer should be watered properly. The density for filling sand should not be compacted to less than 95% of the proctor density unless it is instructed by the Engineer. The finished surface shall be levelled both transversely and longitudinally.
- Dry Rubble packing
Dry rubble packing is done to enhance the bearing capacity of the soil, for the construction of foundations. The base should be cleared of all loose materials and it should be properly compacted and levelled using rammers before laying 150 mm thick dry rubble. While laying the stones, the elongated side is placed with broader base at the bottom in the vertical position. The stones should be placed with minimum voids, if any void is left between the packing then it should be filled with sand or hand crushed metals. The dry rubble stones should be knocked off by hammers and final ramming should be done to provide a levelled top surface.
- Rubble Soling or Metalling
The surface on which metalling or rubble soling is to be provided should be cleared of all loose materials. Before laying the base, the surface should be levelled, watered, and compacted. Cable or pipe trenching should be done, if required. The stone should be set as closely as possible and well packed over the prepared surface. The interstices between the packing should be filled with sand or hand crushed metals to obtain a compact surface. The surfaces should then be watered and consolidated with power or hand rollers and rammers. While laying and compacting the rubble soling, care should be taken so that concrete surfaces in contact with soling are not damaged.
- Removal of soil
The excess or unwanted material should be
immediately disposed off from the foundation.
The soil from the excavated area is removed and it is transported to a
permitted off-site plot. The surplus excavated soil should be disposed off by
the contractor at his own cost as directed by the Engineer. Materials which are
not required for the work should be removed at the time of excavation. The
excavated material from foundation trenches should not be placed nearer than
one meter to the outer edge of the excavation.
Looking for Construction eLearning Solutions? Check out
https://constructskills.com/ - Construction Industry Skill Development and Learning.