Martin Engineering silo and chute blockage control: safety and uptime notes for mines
Reviewed by Tom Sullivan

First reported on International Mining – News
30 Second Briefing
Martin Engineering is promoting engineered solutions for silo, hopper and chute blockages to replace manual methods such as vessel entry and hammering walls, which expose workers to falls, engulfment and impact. The company typically applies external flow aids like air cannons, high-frequency vibrators and retrofit liners on chutes and spouts to break compacted material bridges and rat-holes without confined-space entry. For mine operators, the approach targets reduced unplanned downtime on conveyors and storage vessels while tightening compliance with lockout/tagout and confined-space regulations.
Technical Brief
- Blocked vessels present with zero discharge, compacted heads and upstream conveyor surging or overflow.
- Impacting vessel walls with hammers or bars induces local plate fatigue and weld cracking over time.
- Confined-space entry into silos exposes workers to engulfment from collapsing arches and rat-holes.
- Harness and rope access inside tall silos introduces fall-from-height risk plus complex rescue requirements.
- Conveyor backup from blocked chutes increases spillage clean-up, with additional exposure to moving equipment.
- Ad hoc clearing often bypasses formal isolation and lockout/tagout sequences, undermining procedural controls.
- Repeated manual interventions during blockages normalise unsafe behaviours and erode safety culture on site.
- For similar bulk-handling plants, codifying blockage response plans and prohibiting vessel entry is becoming standard practice.
Our Take
Across recent coverage, Martin Engineering appears repeatedly in safety- and product-tagged pieces on conveyors and transfer points, signalling a deliberate push to own the bulk-handling risk space from chutes and hoppers through to belt systems.
Prepared by collating external sources, AI-assisted tools, and Geomechanics.io’s proprietary mining database, then reviewed for technical accuracy & edited by our geotechnical team.
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