Bored piles are constructed by using a powerful hydraulic piling rig, a telescopic Kelly bar, and a variety of interchangeable digging tools. An encasing is rotated into the ground, upon reaching the desired depth the pile bore is then extracted using an auger, bucket, or coring unit connected to the Kelly bar.

(CFA) piles are drilled and concreted in one continuous operation enabling much faster installation time than for bored piles. Reinforcement is placed into the wet concrete after casting, enabling the pile to resist the full range of structural loading.

The micro pile, also known as root pile, is a small diameter cast-in-situ bored pile formed by cement grout injection and subsequently equipped with lost, steel reinforcement element (bar, steel tube, H-type profile…). The boring is performed with compressed air or by means of a supporting drilling fluid (water, cement grout, bentonite).

Sheet pile shoring systems are walls that are formed in progressive manner within the ground by constructing a sequence of piles along the outline of the site and used to laterally retain ground including soil, rock and groundwater. The design of the shoring varies with depth of excavation and prevailing nature of the ground and potential surcharge loads imposed outside the shoring, the allowable deflections and whether the shoring system is permanent or temporary in purpose

H or I-Beam Shoring also known as soldier pile walls are the most common type of shoring that we usually encountered in a construction project. It is constructed by driving prefabricated steel I or H sections into the ground. Soil conditions may allow for the sections to be vibrated directly into the ground instead of the pre-drilling of the soil before installing the beam. The full wall is formed by installing a pre-cast concrete panel between the driven steel beams to construct the shoring walls.H or I-Beam Shoring was used to support an excavation ranging from 1.2 to 5.0 meters deep or excavations equivalent to at least one basement and depending on the design.

A Secant Piled Wall is a retaining wall constructed for ground retention prior to excavation. The wall is formed by constructing alternating primary (female) and secondary (male) piles where the secondary piles partially cut into either side of the primary piles in order to form a continuous impervious structure. increased construction alignment flexibility, increased wall stiffness

H or I-Beam Shoring also known as soldier pile walls are the most common type of shoring that we usually encountered in a construction project. It is constructed by driving prefabricated steel I or H sections into the ground. Soil conditions may allow for the sections to be vibrated directly into the ground instead of the pre-drilling of the soil before installing the beam. The full wall is formed by installing a pre-cast concrete panel between the driven steel beams to construct the shoring walls.H or I-Beam Shoring was used to support an excavation ranging from 1.2 to 5.0 meters deep or excavations equivalent to at least one basement and depending on the design.

Contiguous pile walls consist of piles arranged in a way that a gap remains between the piles. Where required the soil between the piles can be stabilised during excavation by either installing timber lagging in front of the excavated soil or by building a reinforced shotcrete or concrete block wall towards the excavated soil surface. Alternatively, injection grouting can be carried out in advance of the excavation in order to solidify the soil between the piles.

provide vertical support to a foundation to resist hydrostatic uplift, wind and seismic loads.

Tieback construction bolsters an excavation support system or retaining wall by anchoring into the soil behind an excavation.

by Stone Column to fortify compromised soil to bear loads and mitigating liquefaction and potential settlement risks

high-frequency vibrations, we enhance the density of loose soil, increasing its load-bearing capacity and mitigating liquefaction and potential settlement issues

The No-Vibration Stone Column method allows clients to consider an entirely new foundation system in sensitive areas, and in many cases providing considerable savings on traditional foundation methods. At this project stone columns were installed onto the top of a medium dense gravel layer at circa 4.5m depth.

The TAM grouting technique is used to consolidate soils and rocks, and it is widely applied in geotechnical civil engineering. The injections at a controlled pressure of grout or chemical mixings offer the possibility of improving the hydraulic and mechanical properties of soils, rocks, concrete or masonry works, and structures in general.

Pressure grouting or jet grouting involves injecting a grout material into otherwise inaccessible but interconnected pore or void space of which neither the configuration or volume are known, and is often referred to simply as grouting.