Shoring works
Shoring is a temporary work mainly to facilitate the construction of a retaining wall. According to site condition, project requirement, and sub-soil & groundwater condition different types of shoring is used.
- H-Beam shoring: According to sub-soil condition, either rotary drilling or vibration technique is used to install H-Beam. After installation H-Beams, concrete panels are inserted in between two consecutive H-Beams. This shoring system can be used as temporary or as permanent. In the case of temporary shoring, after casting retaining wall beams are extracted.
- Sheet pile wall shoring: Suitable MS Sheets are inserted into the soil before excavation using vibration technique. The weight and thickness of the sheets depend on sub-soil conditions and excavation depth. This shoring system can be used as temporary or as permanent, in the case of temporary sheet pile shoring, sheets are extracted after casting the retaining wall.
- Contiguous pile shoring system: This shoring system consists of reinforced concrete piles drilled and cast as per site requirements. Normally a gap of 50 mm is kept in between two consecutive contiguous piles, thus it is not a watertight shoring system.
- Secant pile shoring system: This shoring system is a combination of reinforced concrete piles and unreinforced plain concrete piles cast together to make a watertight shoring wall.
- All shoring can work as a cantilever or supported by anchor / internal strut
- Ground anchoring works: Our powerful hydraulic drills with single/double rotary heads, drifters, and DTH enables us to install vertical and inclined anchors in almost all types of soil with a maximum pull out the capacity of anchor 120 T and length of 40.0 m. Depending on service requirements anchors can be temporary or permanent.
