Accumath

Toolchest · Datasheet

Accumath Toolchest — Rocks Dataset: Notes

Dataset file: accumath-rocks.csv Compiled: 2026-10-20 Rows: 52 (20 igneous, 19 sedimentary, 13 metamorphic)

What this dataset is

A classification-level reference for common rock types: what each rock is, what it formed from, its texture, its principal minerals, its typical color, and — only where a published geotechnical table provides one — a typical uniaxial compressive strength (UCS) range and a density range. Every entry is a published fact taken from the sources listed below and named in each row's source column. Nothing in this file was estimated, interpolated, or narrowed from a wider published range.

Classification basis

Strength (UCS) values — method and limits

UCS cells are filled only where a published table gives a range. Two tables were used, and each filled row's note says which:

  1. Direct per-rock ranges — ScienceDirect Topics, "Rock Strength" overview, Table 12.4 (uniaxial compressive strength ranges for geological-storage rock types): basalt 50–150 MPa, limestone 50–100 MPa, sandstone 20–100 MPa, siltstone 40–100 MPa, shale 20–200 MPa.
  2. Field-estimate grade bands — Hoek & Brown, Practical Estimates of Rock Mass Strength, Table 1 ("Field estimates of uniaxial compressive strength", grades after Brown 1981). This table does not give a range per rock; it gives a UCS band per grade and lists example rocks in each grade: R6 extremely strong >250 MPa (fresh basalt, chert, diabase, gneiss, granite, quartzite); R5 very strong 100–250 MPa (amphibolite, sandstone, basalt, gabbro, gneiss, granodiorite, limestone, marble, rhyolite, tuff); R4 strong 50–100 MPa (limestone, marble, phyllite, sandstone, schist, shale); R3 medium strong 25–50 MPa (claystone, coal, schist, shale, siltstone); R2 weak 5–25 MPa (chalk, rocksalt, potash). Where a rock appears in exactly one grade, that grade's band is carried. Where it appears in two adjacent grades, the union band is carried (marble 50–250; schist 25–100; gneiss ">100", listed in both R5 and R6). Where the direct table (1) also covers the rock, the direct range is used instead (this affects basalt, limestone, sandstone, siltstone, shale).

Known conflicts, left visible rather than resolved silently:

All other UCS cells are blank because no table used here publishes a range for that rock type. These are intact-rock, laboratory/field-estimate magnitudes — not rock-mass design values.

Density values — method and limits

Density ranges are carried only for the nine rock types in the one published range table used: LibreTexts / ChemEd DL, "Density of Rocks and Soils", Table 1 — amphibolite 2.79–3.14, dolomite 2.72–2.84, gneiss 2.59–2.84, limestone 1.55–2.75, marble 2.67–2.75, schist 2.73–3.19, shale 2.06–2.67, slate 2.72–2.84 g/cm³. All other density cells are blank: no comparably published range table covering the remaining rock types was reachable, and single "typical" point values were not substituted for ranges.

The standing caveat (read before using any number)

A rock name is a family, not a material specification. Two rocks both correctly named "granite" or "sandstone" can differ severalfold in strength and density depending on the deposit: mineral proportions, grain size, cement, porosity, fracturing, and weathering state all move the properties, and foliated rocks (foliation-parallel vs foliation-normal loading in slates, schists and phyllites can differ by a factor of about 5, per the Salcedo results discussed by Hoek & Brown). The ranges here are orientation values for education and preliminary work. Any engineering use requires testing samples from the actual deposit — the same rule the Toolchest applies to concrete.

Coverage notes and deliberate exclusions

Sources (all opened and read during compilation)

All sources are openly published educational or professional references; US government material (the classification framework taught by USGS-style educational geology) is public domain, and the remaining values are published facts recorded with attribution, per the Toolchest legal basis.