Horizontal Directional Drilling Under the St. Lawrence River

Installation of four 168 mm diameter steel conduits

Length of 1,450 m

Depth of 100 m below the riverbed

In partnership with CCI Inc.

Horizontal Directional Drilling Under the St. Lawrence River

Geotechnical Campaigns and Feasibility Study

Geotechnical campaigns conducted:

  • Geotechnical drilling on shores;
  • Geotechnical drilling in water on a barge;
  • Seismic reflection studies;
  • Seismic refraction studies.

Following the analysis of geotechnical data, several techniques were considered and directed boring proved to be the most optimal technique. The choice of directed boring was confirmed by the feasibility study and risk analysis.

Geotechnical Campaigns and Feasibility Study

Engineering

Engineering

The design calculations for directed boring are executed iteratively according to the following elements in accordance with industry standards:

  • Path design;
  • Bend radius;
  • Pulling forces;
  • Induced stresses on the pipes during insertion;
  • Induced stresses on the pipes during operation;
  • Annular pressure;
  • Thickness and resistance of the pipes;
  • Design of the pipe supports during pulling.
Engineering

The project installations

The project installations

Washover Casing Installation

Washover Casing Installation

Lunch area

Lunch area

Punch Out

Punch Out

Lifting and pulling operation

Lifting and pulling operation