Understanding Chainage in Geotechnical Engineering

Table of contents

Chainage is a linear distance measurement along a defined reference alignment (such as a road centreline, tunnel axis, pipeline route, or railway corridor), expressed in metres. It provides a standardised method for locating features, boreholes, test pits, and ground conditions along a project alignment.

Key Concepts

  • Origin (Chainage 0+000): The starting point of the alignment, typically where the project begins.
  • Increasing Chainage: Distances increase progressively along the alignment in the direction of design/construction.
  • Format: Commonly written as Ch. 1+250 (meaning 1,250 m from the origin) or simply 1250 m.
  • Equations: Where alignments change or overlap, chainage equations (e.g., Ch. 5+000 B = Ch. 4+950 A) are used to handle discontinuities.

Geotechnical Applications

Application Description
Borehole Location Each borehole is assigned a chainage and offset (distance left/right of centreline)
Ground Profile Subsurface conditions are plotted against chainage on long sections
Material Changes Transitions between soil/rock units are referenced by chainage
Design Recommendations Geotechnical recommendations are given at specific chainages
Construction Control Earthworks, excavation, and support requirements are specified by chainage range

Typical Use in Reports

A geotechnical borehole schedule might include:

Borehole ID Chainage (m) Offset (m) RL (m AHD) Depth (m)
BH01 0+250 -5.0 L 12.45 15.0
BH02 0+500 0.0 11.82 18.5
BH03 1+050 +3.0 R 10.96 12.0

Where:

  • Offset: Perpendicular distance from the centreline (L = left, R = right)
  • RL: Reduced Level (elevation) in metres Australian Height Datum
  • Chainage: Distance along the alignment from the origin