Ground Support

Ground Support Cycles Require
23 Documented Steps Per Round

0
Steps Per Support Cycle
0
Rock Bolts Per 10m Advance
0%
% Support Records Incomplete
0
Min With POD

The Challenge

01

Shotcrete thickness verification is inconsistent

Design specifies minimum shotcrete thickness per support class. Nozzlemen apply shotcrete by experience and thickness is verified by probe at random locations. Paper records show spot checks but cannot prove coverage across the full excavation profile.

02

Rock bolt installation records lack location data

Each rock bolt has a specified length, diameter, grouting requirement, and plate torque. Paper logs record bolt counts per round but not the exact position in the crown or sidewall. Pattern compliance is assumed, not verified.

03

Convergence data reaches engineers too late

Convergence monitoring points are read daily or weekly. Paper readings go to the office for plotting. By the time the geotechnical engineer sees a trend, the excavation has advanced multiple rounds past the problem area.

04

Support class changes not linked to face mapping

Ground conditions at the face determine the support class. Face mapping records and support installation records are on separate forms. Nobody can quickly verify that the support class matched the actual ground conditions encountered.

The POD Advantage

Voice-documented support installation

Per-round support records

Speak shotcrete thickness readings, rock bolt details, and steel set spacing as you install them. POD links every measurement to the round number and station for complete support records.

Bolt position mapping

Pattern compliance verification

Rock bolt locations documented in the tunnel cross-section with length, type, grouting confirmation, and plate torque. Pattern compliance verified against the design drawing for every round.

Real-time convergence alerts

Immediate trigger alerts

Convergence readings entered in the field trigger immediate analysis. POD alerts the geotechnical engineer when displacement rates exceed trigger levels before the next round is excavated.

Face map to support class linking

Geology-support traceability

Face mapping records linked directly to the support class decision and installation records. POD creates a continuous geological and support record from portal to breakthrough.

Ground Support Intelligence

“We had a convergence reading that showed 15mm in 24 hours and the geotechnical engineer did not see it until the weekly report. By then we had advanced 4 more rounds with the same support class. POD would have triggered an alert at the first reading.”

— Geotechnical Engineer, SEM Tunnel Contractor

Live Demo

Industry-Specific KPIs That Update Themselves

POD tracks hundreds of KPIs from a 5-minute voice report. Here are just 2 of them.

Safety Dashboard

Safety Performance

0Strong
0Days Safe
Goal: 200 days0%
Day 0 / 3650%
0 reset since start
Hours Worked0K
Recordables0
Near Misses
0reported
First Aid0
TRIR
Good
0.00per 200K hrs
Best-in-classAvg: 3.1
DART
Good
0.00per 200K hrs
Best-in-classAvg: 1.5
PODDual EVM Gauge

Earned Value Performance

Cost Performance
0.71.3
0.70
Performance
Critical
0.49CPI × SPI
Schedule Performance
0.71.3
0.70
Performance
Critical

Both cost and schedule under pressure

CPI
0.70
SPI
0.70
Cost Var-30.0%
Sched Var-30.0%
Composite0.490
EAC Factor1.429
BudgetOver Budget
ScheduleBehind
HealthAction Needed

These update in real time from a 5-minute voice report. No spreadsheets. No data entry.

Frequently Asked Questions

Document Every Round of Ground Support

See how POD tracks shotcrete, rock bolts, and convergence data for complete ground support documentation.

Last updated: February 2026