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Sheet Piling (UK) Ltd are able to offer a full range of geotechnical engineering services including ground anchors and soil nails using a modern fleet of hydraulic drilling rigs.
The above services can be offered either as a complete package for an anchored retaining structure or as a stand-alone appointment for specialist geotechnical applications including grouting, CFA piling, rock bolting and facing works.
All site works are supervised and carried out by vastly experienced operatives with the necessary Health & Safety competency cards. Where design works are required these are undertaken using in-house design engineers or experienced external consultants.
The main application of geotechnical ground anchors is to prevent horizontal movement and ensure stability of retaining structures including sheet pile, bored concrete pile and steel tubular pile walls. In addition anchors maybe used to prevent additional movement or stabilize existing retaining walls and bridge abutments.
Ground anchors can be temporary or permanent depending on application; can either be "passive" or pre-stressed to 110% of working load post installation; and can be installed inclined or vertical.
Anchor capacities generally range from 100kN to over 3000kN depending upon the ground conditions over the grouted anchor length and the tendon material used.
The following type of geotechnical anchors can be supplied depending on final application:
Typical applications of ground anchors are summarised below:
Soil nailing provides a cost-effective solution to many slope stability and earth retention problems. Mainly used on infrastructure widening schemes (highway, motorway and railway earthworks); the system can also be used to re-profile and steepen existing sloping sites where more traditional expensive retaining solutions may previously have been used.
Soil nailing is a technique that works by reinforcing and strengthening the existing ground. Each soil nail consists of a reinforcing bar that is generally made of steel (with full corrosion protection for permanent works) although self-drilling hollow bar soil nails can be installed where soil conditions allow.
Installed from the top down, the slope or required excavation is supported/stabilized by the soil nails being put into tension as the ground relaxes. To ensure no localised slippage of the earthworks face, a facing system is generally required which can comprise sprayed concrete or geo-mesh fabrics as necessary.
Unlike ground anchors, soil nails are generally a "passive" system and are not post-tensioned. However testing to prove the bond capacity at the soil/grout interface is an essential par tof the design process and is generally carried out on sacrificial nails to confirm/verify assumption made in the design.
Typical applications for soil nailing include:


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