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coffey.)
Rock Description Explanation Sheet (1 of 2)
The descriptive terms used by Coffey are given below. They are broadly consistent with Australian Standard AS1726-1993.
DEFINITIONS: Rock substance, defect and mass are defined as follows:
Rock Substance In engineering terms roch substance is any naturally occurring aggregate of minerals and organic material which cannot be
disintegrated or remoulded by hand in air or water. Other material is described using soil descriptive terms. Effectively
homogenous material, may be isotropic or anisotropic.
Defect Discontinuity or break in the continuity of a substance or substances.
Mass Any body of material which is not effectively homogeneous. It can consist of two or more substances without defects, or one or
more substances with one or more defects.
SUBSTANCE DESCRIPTIVE TERMS: ROCK SUBSTANCE STRENGTH TERMS
ROCK NAME Simple rock names are used rather than precise Term Abbrev- Point Load Field Guide
geological classification. iation Index, Is50
(Mpa)
PARTICLE SIZE Grain size tenns for sandstone are:
Coarse grained Mainly 0.6mm to 2mm
Very Low VL Less than 0.1 Material crumbles under firm
Medium grained Mainly O.2mm to 0.6mm
blows with sharp end of pick;
Fine grained Mainly O.06mm Oust visible) to 0.2mm
can be peeled with a knife;
pieces up to 30mm thick can
FABRIC Terms for layering of penetrative fabric (eg.bedding, be broken by finger pressure.
.
cleavage etc. )are:
Massive No layering or penetrative fabric.
Low L 0.1 to 0.3 Easily scored with a knife;
Indistinct I...ayeIing or fabricjust visible. little effect on properties. indentations 1 mm to 3mm
show with firm bows of a
Distinct Layering or fabric is easily visible. Rock breaks more pick point; has a dull sound
easily parallel to layering of fabric. under hammer. Pieces of
core 150mm long by 50mm
CLASSIFICATION OF WEATHERING PRODUCTS diameter may be broken by
Term Abbreviation Definition hand. Sharp edges of core
may be friable and break
Residual RS Soil derived from the weathering of rock; the during handling.
Soil mass structure and substance fabric are no
longer evident; there is a large change in
volume but the soil has not been significantly Medium M 0.3to 1.0 Readily scored with a knife; a
transported. piece of core 150mm long by
50mm diameter can be
XW Material is weathered to such an extent that it broken by hand with difficulty.
Extremely
Weathered has soil properties, ie, it either disintegrates or
Material can be remoulded in water. Original rock fabric
still visible. High H 1 to 3 A piece of core 150mm long
by 50mm can not be broken
Highly HW Rock strength is changed by weathering. The by hand but can be broken
Weathered whole of the rock substance is discoloured, by a pick with a single firm
usually by iron staining or bleaching to the blow; rock rings under
Rock
extent that the colour of the original rock is not hammer.
recognisable. Some minerals are decomposed
to clay minerals. Porosity may be increased by
Very High VH 3to 10 Hand specimen breaks after
leaching or may be decreased due to the
more than one blow of a
deposition of minerals in pores.
pick; rock rings under
MW The whole of the rock substance is discoloured, hammer.
Moderately
Weathered usually by iron staining or bleaching, to the
Rock extent that the colour of the fresh rock is no
Extremely EH More than 10 Specimen requires many
longer recognisable.
High blows with geological pick to
Slightly SW Rock substance affected by weathering to the break; rock rings under
extent that partial staining or partial hammer.
Weathered
Rock discolouration of the rock substance (usually by
limonite) has taken place. The colour and
texture of the fresh rock is recognisable;
strength properties are essentially those of the Notes on Rock Substance Strength:
fresh rock substance. 1. In anisotropic rocks the field guide to strength applies to the strength
perpendicular to the anisotropy. High strength anisotropic rocks may
Fresh Rock FR Rock substance unaffected by weathering. break readily parallel to the planar anisotropy.
2. The term ’extremely low" is not used as a rock substance strength
Notes on Weathering: term. While the term is used in AS1726-1993, the field guide therein
1. AS1726 suggests the term "Distinctly Weathered" (DW)to cover the range of makes it clear that materials in that strength range are soils in
substance weathering conditions between XW and Sw. For projects where it is engineering terms.
not practical to delineate between HW and MW or it is judged that there is no 3. The unconfined compressive strength for isotropic rocks (and
advantage in making such a distinction. DW may be used with the definition anisotropic rocks which fall across the planar anisotropy) is typically
given in AS1726. 10 to 25 times the point load index (ls50). The ratio may vary for
2. Where physical and chemical changes were caused by hot gasses and liquids different rock types. Lower strength rocks often have lower ratios
associated with igneous rocks, the term ’altered" may be substituted for than higher strength rocks.
’weathering’ to give the abbreviations XA, HA, MA, SA and DA.
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