Pile Capacity — Friction + End-Bearing
Ref: MS EN 1997-1, Malaysian PWD/JKR Piling Practice
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Qult = Qb + Qs
Ref: MS EN 1997-1, Malaysian PWD/JKR Piling Practice
Qb = Nc·cu·Ab | Qs = Σ(α·cu·As)
Qb = Nq·σv'·Ab | Qs = Σ(K·σv'·tanδ·As)
Pile Type
Soil Type
Pile Geometry
Bored: 0.6–1.5m, Driven: 0.2–0.6m
Embedded length below ground
Soil Properties
Cohesive soil: 25–200 kPa
Typical 16–20 kN/m³
Design
Typical 2.0–3.0 (static)
End Bearing (Qb)
—kN
Engineering aid only — final design must be endorsed by a registered PE under BEM.
Shaft Friction (Qs)
—kN
Engineering aid only — final design must be endorsed by a registered PE under BEM.
Ultimate Capacity (Qult)
—kN
Engineering aid only — final design must be endorsed by a registered PE under BEM.
Allowable Capacity
—kN
Engineering aid only — final design must be endorsed by a registered PE under BEM.
Disclaimer: This output is an engineering calculation aid only and does not constitute a final or endorsed design. All designs submitted to Malaysian authorities must be endorsed by a registered Professional Engineer (PE) under the Board of Engineers Malaysia (BEM) in accordance with the Registration of Engineers Act 1967.