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Which Pile Foundation Type Is Best for a London Extension?

London pile foundation type by site: CFA (continuous flight auger) most common — £85–£185/m, low vibration, suits most London clay sites. Mini-piles for restricted access — £125–£250/m, hand-portable rig. Sectional flight auger for basement underpinning — £150–£350/m. Screw piles for low-vibration shallow sites — £125–£280/m. Driven precast rare in London (vibration restriction). Choose by ground type (London clay/sand/chalk), site access, vibration limits, neighbour proximity, building loads.

01

London ground + pile selection

London Clay (most common across central + south London): cohesive, predictable, well-suited to CFA piles 300–600mm diameter × 8–18m depth. Made Ground / Alluvium (riverside, Thames Valley): variable compaction, often piled through to clay/gravel below. Terrace Gravels (north London Thames terraces): firm bearing strata, piles bear directly. Chalk (south Bromley, Bexley): very high bearing capacity, shorter piles 6–12m. Site-specific bearing capacity determined by soil investigation (SI) — boreholes + lab tests. Typical SI report London domestic: 2 boreholes × 10m + Standard Penetration Test + soil classification = £2,850–£5,500. Skip SI = risk pile-design margins doubled (cost increase) or under-design (settlement failure).

02

Pile types in detail

CFA (Continuous Flight Auger): most common London domestic + small commercial. Hollow-stem auger drilled to depth, concrete pumped down stem as auger withdrawn, reinforcement cage plunged into wet concrete. Diameter 300–900mm; depth 8–25m typical. Low vibration. Output 4–10 piles/day. Cost £85–£185/m supplied + installed for 450mm dia × 12m typical (£1,020–£2,220/pile). Mini-pile: small hand-portable rig (e.g. Klemm 705, Casagrande C6) for restricted access (rear garden, basement, existing building interior). Diameter 150–300mm; depth 6–15m. Cost £125–£250/m. Limited capacity per pile (typically 100–250 kN) — used as groups under foundation pad/raft. Sectional flight auger (CFA short flight): used in basement floor + low-headroom situations — auger sections threaded as drilled. Cost £150–£350/m. Screw piles (Krinner, Magnum, ScrewPile): steel helical screw threaded into ground, no spoil + no concrete + reusable rig. Cost £125–£280/pile typical. Bearing 50–250 kN per pile. Driven precast: vibration + noise — rarely permitted in London residential context.

03

Design + integration

Foundation type follows pile selection: pile cap (reinforced concrete) bearing on group of 2–4 piles transfers concentrated load (column, beam landing); ground beam (RC) spanning between pile caps supports masonry walls; piled raft (RC slab on pile group) common for basement floor slabs + extension over poor ground. Engineer designs pile + cap as integrated system per Eurocode 7. Pile testing: 1% of piles routinely tested by Static Load Test (jack onto pile) or Pile Integrity Test (sonic echo to check continuity); CFA Sonic Logging Test (cross-hole) for premium quality assurance. Cost of testing: £450–£1,850 per pile. Builderr typical 3-bed Wandsworth side-return extension: SI £3,500 + CFA piles 6× 450mm × 12m £6,500 + RC ground beam + ring beam £4,500 + design + testing £2,850 = £17,350 piled foundation package vs £8,500 traditional strip — premium £8,850 where ground demands.

More questions

Related questions answered.

Why pile instead of traditional strip foundation?

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When ground bearing capacity at strip depth (~1m) inadequate — London Clay heave/shrink near trees, Made Ground, near old ponds/streams, slope stability, high loads (extension over weak ground). Piles transfer load to deeper competent stratum. Strip foundation £85–£185/m run; piled foundation £450–£1,250/m run — premium 2–8× depending on ground.

Do I need to pile if there's a tree nearby?

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Often yes — NHBC Standard Chapter 4.2 + Tree + Foundation Damage Guide require pile/deepened foundation within zone influenced by mature trees (Influence Zone = mature tree height × species water demand factor). Common London trees triggering pile: London plane, willow, poplar, oak — Influence Zone 12–30m from tree. Arboricultural Method Statement + foundation design integrated.

Can mini-piles support a double-storey extension?

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Yes if designed as group — typical 4–6 mini-piles per foundation pad rated 100–250 kN each = 600–1,500 kN combined capacity. Adequate for typical double-storey extension load. More expensive per kN than CFA — used where access prevents CFA rig (back-garden access only via house, no side passage).

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