GEO-34
SPT N60 energy correction
N60 = Nm (ER/60) CB CS CR CN. CN = min(1.7, √(Pa/σ′v)).
Governing equation
where
- N_m
- Measured N (—)
- E_R
- Energy ratio (%)
- C_B
- Borehole CB (—)
- C_S
- Sampler CS (—)
- C_R
- Rod CR (—)
- \sigma'_v
- Effective overburden (kPa)
- C_N
- Overburden CN (—)
- N_{60}
- N60 (—)
Lecture brief
Historical brief
Soil mechanics became a quantitative laboratory after Karl von Terzaghi’s 1925–1943 work on effective stress, consolidation and bearing. These sheets still size shallow foundations, retaining walls, piles and drainage in SI. This sheet (GEO-34 — SPT N60 energy correction) is the form associated with ASTM D1586 · Skempton N60. Working symbols: , , , , , , . N is hammer-energy dependent. 60 % of the theoretical 475 J is the reference. Overburden CN after Liao–Whitman.
Purpose
Live realistic example
In symbols
Calculator
Inputs
Outputs
- Overburden CN C_N1.118 —
- N60 N_{60}17.5 —
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Narration of this film
A split spoon, a hammer, a corrected blow count.
N is hammer-energy dependent. 60 % of the theoretical 475 J is the reference. Overburden CN after Liao–Whitman.
Watch on YouTube