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Understanding ground conditions in Bognor Regis is critical before any construction begins, as the town sits on a varied geology of Cretaceous chalk overlain by Quaternary drift deposits, including brickearth, Head, and marine sands. These superficial layers can be highly variable, with pockets of soft, compressible material directly impacting foundation performance. A thorough ground investigation is the essential first step to navigate this complexity, ensuring designs comply with the requirements of the NHBC Standards and Eurocode 7, specifically BS EN 1997-2, by identifying potential hazards like dissolution features in the chalk or running sand conditions.
Our foundation design methodology is rooted in a rigorous application of UK standards, moving from desk study to detailed interpretative reporting. We quantify the specific engineering parameters of the ground using high-quality data, often derived from Cone Penetration Tests (CPT), which provide a continuous profile of soil behaviour, particularly effective in the sands and soft clays found locally. This data is integrated with results from In-Situ and our laboratory analysis, where Atterberg limits testing precisely classifies the shrink-swell potential of cohesive brickearth, a primary geotechnical risk in the region that dictates the necessary foundation depth.
Typical projects in Bognor Regis, from seafront apartment blocks to residential developments on the northern outskirts, demand tailored foundation solutions. For lightly loaded structures on the chalk, traditional strip footings may suffice, but a detailed assessment of the chalk grade and fracture spacing is mandatory. Conversely, the presence of loose, saturated sands often necessitates piled foundations, particularly where dynamic loads are a factor. On large earthworks or road schemes, verifying the engineered fill's compliance is achieved through rigorous compaction control, utilising the field density test (sand cone method) to ensure specified relative densities are met, preventing future settlement.
The process delivers a clear, actionable foundation design report, distilling complex data into practical recommendations for bearing capacity, settlement, and ground treatment. Our value lies in de-risking your project from the start. By correlating precise stratigraphy from CPT soundings with the mechanical properties from our comprehensive grain size analysis, we eliminate the over-conservatism that plagues generic designs. This integrated approach provides a defensible, cost-optimised foundation strategy, giving you absolute confidence in the long-term stability of your structure in Bognor Regis’s challenging ground conditions.
For retaining walls and basement slabs requiring immediate load transfer. We calculate the lock-off load, free length, and fixed anchor length using the cone method and local shear strength parameters. Each design includes a detailed stressing sequence and acceptance criteria per BS 8081.
For slope stabilisation and temporary excavations in the Bognor Regis area. We design self-drilling hollow bar anchors for collapsing ground conditions typical of the Wittering Formation, with pull-out capacity verified through on-site suitability testing.
BS EN 1997-1:2004 (Eurocode 7: Geotechnical design), BS 8081:2015 (Code of practice for grouted anchors), BS EN 1537:2013 (Execution of special geotechnical works—Ground anchors)
For a standalone anchor design package covering a typical retaining wall or excavation support in Bognor Regis, the fee ranges from £820 for a straightforward temporary works design to £3,050 for a comprehensive permanent anchor scheme with corrosion protection Class I, finite element verification, and full construction-phase support. The final figure depends on the number of anchor rows, the complexity of the ground profile, and whether proof load testing supervision is included.
The decision hinges on allowable deformation. If the structure behind the anchor can tolerate virtually no movement—say, an existing building facade within Bognor Regis town centre—we specify an active anchor prestressed to 80–100% of the working load. Passive anchors are acceptable where some millimetres of displacement are permissible before the anchor engages, such as in temporary open-cut excavations or slope regrading projects. We assess the serviceability limit state and the proximity of sensitive structures to make the final recommendation.
BS 8081 mandates three types: suitability tests on sacrificial anchors before production drilling (up to 1.5 x working load), proof load tests on every production anchor (1.25 x working load), and a subset of extended creep tests where the load is held for up to 24 hours to confirm stable behaviour. In Bognor Regis, we typically recommend creep testing on at least 5% of permanent anchors due to the time-dependent deformation properties of the Lambeth Group clays.
We serve projects across Bognor Regis and its metropolitan area.