Pile Design and Construction Practice, Fifth edition

(Joyce) #1
Appendix 541

Subdivisions of Grade D Chalk by engineering behaviour


Suffix Typical discontinuity spacing (mm)
1 t 600
2 200
t
600
360
t
200
420
t
60
5 t
20

Suff ix Engineering behaviour Dominant element Comminuted chalk Coarser fragments (%)
matrix (%)


m fine soil matrix approx  35 approx
65
c coarse soil clasts approx
35 approx  65


Subdivisions of Grades A to C chalk by discontinuity spacing

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