Resources Numerical accuracy
Calculations
Every calculation under our calculation policies: what it works out, its formula and the precision it runs at. Open one to see its code as it is in the released app.
Calculations
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Slope cross section for stability
The ground line, layer tops, water level, surcharges and floor that the slope stability engine reads.
81 samples along the section; layer top = min(layer top, ground)
Running saved geotechnical, survey, pit and link items geo-run.js64-bit- CivilCraft
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Slope stability run
The factor of safety of a given circle, or the critical circle from a search.
Running saved geotechnical, survey, pit and link items geo-run.js64-bit- CivilCraft
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Settlement run
Settlement under a footing at a boring, and the time for 50 % and 90 % consolidation.
layer top = (z − from) × k; drainage path = clay thickness ÷ 2
Running saved geotechnical, survey, pit and link items geo-run.js64-bit- CivilCraft
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Traverse run
A traverse closed by the compass rule from legs typed as distance and azimuth in degrees.
azimuth in radians = degrees × π ÷ 180
Running saved geotechnical, survey, pit and link items geo-run.js64-bit- CivilCraft
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Radio link run
Path length, terrain profile, line of sight, link budget and mast height for a link between two points.
distance in km = √(Δx² + Δy²) ÷ 1000
Running saved geotechnical, survey, pit and link items geo-run.js64-bit- CivilCraft
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Coverage run
Received power over a grid round a transmitter and the farthest covered cell.
farthest = max over covered cells of √(Δx² + Δy²) ÷ k
Running saved geotechnical, survey, pit and link items geo-run.js64-bit- CivilCraft
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Open pit run
The block model in meters, block values, the ultimate pit and its phases.
slope in radians = degrees × π ÷ 180; phase factors from 0.4 to 1 in equal steps
Running saved geotechnical, survey, pit and link items geo-run.js64-bit- CivilCraft
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Layers made end to end
The depth limits of a boring's layers after gaps and overlaps are removed.
Boring logs and the soil profile between borings geotech.js64-bit- CivilCraft
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Layer elevations
The top and bottom elevation and the thickness of each layer of a boring.
top = z − from; bottom = z − to; thickness = to − from
Boring logs and the soil profile between borings geotech.js64-bit- CivilCraft
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SPT blow count corrections
N60 and (N1)60 from a field blow count.
N60 = N × ER ÷ 60 × CB × CS × CR; CN = min(1.7, √(101.325 ÷ σ′v)); (N1)60 = CN × N60
Boring logs and the soil profile between borings geotech.js64-bit- CivilCraft
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Boring projected onto the section line
The station along the section and the offset from it of a boring.
t = ((p − a)·(b − a)) ÷ |b − a|², clamped to 0…1; station = length so far + t·|b − a|
Boring logs and the soil profile between borings geotech.js64-bit- CivilCraft
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Soil profile between borings
The polygon of each soil unit between neighboring borings, the ground line and the water line.
pinch-out point = ((s₁ + s₂) ÷ 2, (top + bottom) ÷ 2)
Boring logs and the soil profile between borings geotech.js64-bit- CivilCraft
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Layer stack at a station
The top and bottom of every soil unit at one station of the profile.
z = z_a + (s − s_a) ÷ (s_c − s_a) × (z_c − z_a)
Boring logs and the soil profile between borings geotech.js64-bit- CivilCraft
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Unit weight of water
The constant behind every pore pressure and every submerged unit weight in this file.
γw = 9.81 kN/m³
Slope stability geotech.js64-bit- CivilCraft
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Elevation of a line at a position
The ground, a layer top or the water table at a horizontal position.
Slope stability geotech.js64-bit- CivilCraft
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Where a circle meets the ground
The positions where the lower arc of a trial circle crosses the ground line.
f(x) = ground(x) − (zc − √(R² − (x − xc)²))
Slope stability geotech.js64-bit- CivilCraft
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Slices of the sliding mass
Each slice's width, weight, base angle, strength and pore pressure.
W = Σ layers γ × thickness × b; sin α = −(x − xc) ÷ R; u = γw × (zw − zb), or ru × W ÷ b
Slope stability geotech.js64-bit- CivilCraft
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Factor of safety
The factor of safety of one circle by the ordinary method or by Bishop's simplified method.
Bishop: FS = Σ[(c·b + (W − u·b)·tan φ) ÷ (cos α + sin α·tan φ ÷ FS)] ÷ Σ W·sin α
Slope stability geotech.js64-bit- CivilCraft
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Critical circle search
The circle with the lowest factor of safety among those tried.
Slope stability geotech.js64-bit- CivilCraft
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Stress influence factor under a corner
The share of the surface load felt at a depth under the corner of a loaded rectangle.
m = a ÷ z, n = b ÷ z, v = m² + n² + 1; I = [2mn√v ÷ (v + m²n²) × (v + 1) ÷ v + atan2(2mn√v, v − m²n²)] ÷ 4π
Foundation settlement geotech.js64-bit- CivilCraft
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Stress under a footing
The vertical stress increase under the center or a corner of a rectangular footing.
center: Δσ = 4·q·I(B ÷ 2, L ÷ 2, z); corner: Δσ = q·I(B, L, z)
Foundation settlement geotech.js64-bit- CivilCraft
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Stress by the 2:1 spread
The average stress increase at a depth by the quick 2:1 rule.
Δσ = q·B·L ÷ ((B + z)·(L + z))
Foundation settlement geotech.js64-bit- CivilCraft
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Elastic settlement under a corner
The settlement of the corner of a flexible loaded rectangle on an elastic half-space.
w = q·(1 − ν²) ÷ (π·E) × [a·ln((b + d) ÷ a) + b·ln((a + d) ÷ b)], d = √(a² + b²)
Foundation settlement geotech.js64-bit- CivilCraft
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Settlement of a layered soil
Consolidation and immediate settlement under a footing, sub-layer by sub-layer.
clay: s = Cc·Δz ÷ (1 + e₀) × log₁₀(σ′f ÷ σ′₀), with Cs below σ′c; sand: s = Δσ ÷ Es × Δz
Foundation settlement geotech.js64-bit- CivilCraft
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Degree of consolidation
The share of the final consolidation settlement reached at a time factor.
U = 1 − Σ (2 ÷ M²)·exp(−M²·Tv), M = π·(2m + 1) ÷ 2
Foundation settlement geotech.js64-bit- CivilCraft
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Time factor for a degree of consolidation
The time factor at which a given share of the settlement is reached.
Foundation settlement geotech.js64-bit- CivilCraft
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Time to reach a degree of consolidation
The time for a share of the consolidation settlement.
t = Tv·Hdr² ÷ cv
Foundation settlement geotech.js64-bit- CivilCraft
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Settlement against time
The settlement curve from zero to a chosen time.
s(t) = s_final × U(cv·t ÷ Hdr²)
Foundation settlement geotech.js64-bit- CivilCraft
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Secondary compression
Settlement from secondary compression between two times.
S = Cα·H ÷ (1 + ep) × log₁₀(t₂ ÷ t₁)
Foundation settlement geotech.js64-bit- CivilCraft
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Elevation grid from a surface
The elevation at the center of every grid cell, row by row from the north.
x₀ = ⌊minX ÷ cell⌋·cell; y₀ = ⌈maxY ÷ cell⌉·cell; center = (x₀ + (c + 0.5)·cell, y₀ − (r + 0.5)·cell)
Surface exported as a GeoTIFF elevation grid geotiff-write.js32-bit in part- CivilCraft
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Elevations written to the file
The tiles or strips of elevation values as they go into the TIFF.
Surface exported as a GeoTIFF elevation grid geotiff-write.js32-bit in part- CivilCraft
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Grid origin and cell size in the file
The pixel scale and the tie point that place the grid.
pixel scale = (cell, cell, 0); tie point = pixel (0, 0) at (x₀, y₀)
Surface exported as a GeoTIFF elevation grid geotiff-write.js64-bit- CivilCraft
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Default cell size
The mean plan length of the surface's triangle edges, offered as the cell size.
Σ |edge| ÷ number of edges
Surface exported as a GeoTIFF elevation grid geotiff-write.js64-bit- CivilCraft
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Signed area of a ring
The area of a ring, positive when it runs counter-clockwise.
area = Σ (xᵢ·yᵢ₊₁ − xᵢ₊₁·yᵢ) ÷ 2
GIS feature geometry gis-geom.js64-bit- CivilCraft
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Point inside a ring
Whether a point lies inside a ring.
GIS feature geometry gis-geom.js64-bit- CivilCraft
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Rings sorted into polygons and holes
Which rings are outlines and which are holes, and which outline each hole belongs to.
GIS feature geometry gis-geom.js64-bit- CivilCraft
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Coordinates through a conversion
Every vertex of a geometry passed through a function of x and y, keeping z.
GIS feature geometry gis-geom.js64-bit- CivilCraft
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Elevations through a conversion
The z of every vertex passed through a function, for unit conversion.
GIS feature geometry gis-geom.js64-bit- CivilCraft
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Layers moved to a new coordinate system
Every GIS layer's coordinates converted when the project's system changes.
project → grid of the old system → grid of the new system → project
GIS feature geometry gis-layers.js64-bit- CivilCraft
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Attribute value as a label
The text drawn on the plan for a feature's attribute value.
number shown = +v.toFixed(3)
GIS feature geometry gis-layers.js64-bit- CivilCraft
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Label point of a polygon
The centroid of a polygon's largest ring, where its label is placed.
cx = Σ (xᵢ + xᵢ₊₁)·cᵢ ÷ (3·Σ cᵢ), cᵢ = xᵢ·yᵢ₊₁ − xᵢ₊₁·yᵢ
GIS feature geometry gis-layers.js64-bit- CivilCraft
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Pad elevation and area
The ELEV and AREA attributes of an exported pad.
AREA = |shoelace area of the pad's corners|
Project objects exported as GIS layers gis-export.js64-bit- CivilCraft
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Alignment line and length
An alignment's exported linework and its LENGTH, STA_START and STA_END attributes.
chords of at most π ÷ 360 (0.5°) of turn
Project objects exported as GIS layers gis-export.js64-bit- CivilCraft
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Pipe attributes
A pipe's exported inverts, slope in percent and length.
SLOPE = slope × 100; LENGTH = checked length, else √(Δx² + Δy²)
Project objects exported as GIS layers gis-export.js64-bit- CivilCraft
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Surface edge as polygons with holes
The surface's outline loops arranged as outer rings and holes for the boundary export.
Project objects exported as GIS layers gis-export.js64-bit- CivilCraft
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Features in grid coordinates
Every exported feature's coordinates passed through the project's grid transform, with the N and E attributes of survey points set to match.
Project objects exported as GIS layers gis-export.js64-bit- CivilCraft
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Elevations to meters for GeoJSON and KML
The factor applied to elevations when the export is in longitude and latitude.
z in meters = z × meters per project unit
Project objects exported as GIS layers gis-export.js64-bit- CivilCraft
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Number box
The text of a property box turned into the value handed to the model.
typed sum of lengths → Number(value.toFixed(9))
Values typed or picked in the main window civilcraft.js64-bit- CivilCraft
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PI coordinates box
The easting and northing of an alignment's point of intersection as shown and as stored from the box.
Values typed or picked in the main window civilcraft.js64-bit- CivilCraft
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First design profile from the ground
The two profile points a new design profile starts with, at the ends of the ground profile.
z stored = Number(z.toFixed(2))
Values typed or picked in the main window civilcraft.js64-bit- CivilCraft
A calculation is added only after its source was read. Each statement can be checked in the code shown on its policy's page; the app repositories are public. When a release changes a calculation, its page says so until it has been read again.