GUIMS

OPERATIONAL HOME

Current shift, -

All operating zones

Checking networkCentral server

Scope & Filters

FromToZoneWaiting for central synchronization.

Open actions0Central data pending

Pending approvals—Central data pending

Underground conditionsReview required

Last syncWaiting0 items waiting

Priority workplaces

Ranked by severity, then by open actions

No active priority.

Workplace barricades

Latest barricade and signage control recorded in New Audit

0 audited workplaces

In place0

Partial0

Not in place0

No New Audit barricade control recorded for this scope.

Today’s route

Suggested operational sequence

No route available for this scope.

Recent work

Latest saved inspections

No inspections yet.

Showing latest audits

Active Mine Alerts

Operational reports requiring follow-up

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Awaiting my approval

—

No pending approval.

Module New Audit

New Audit

Structured field inspection to identify the workplace, select the support model, assess risks and generate actions.

Audit status Not calculated Ref : -

Gallery / location-

Activity type-

Inspection model-

CompliancePending?

1. Identification 2. Safety 3. Support parameters 4. Assess and save

Workplace

Ref No Zone / sector Level Gallery / location Place / Area Date Shift Activity TypeSelect an inspection sheet Inspection model Crew Activity Operations branch Geotechnical inspector

Safety

JHA / SLAM Safe Declaration TARP FHP Hazards

Excavation Spans

Area	Height m	Width m	Status	Comment

Spread View Sketch (Not to scale)

Not-to-scale field sketch with freehand and assisted geotechnical tools.

Support Parameters

#	Parameter	Std	Actual	Risk	Auto Action	Comment	Photo

Complete the required field controls before signing.

Calculate the audit to generate observations.

Parameter	Finding	Risk	Required Action	Priority
Calculate the audit to generate remedial actions.

Validation, signatures and automatic distribution

The record must follow the three steps below. An approved step cannot be bypassed.

1Geotech auditorSignature assignment

2Geotech supervisorValidation assignment

3Mine OperationApproval assignment

Step 1Geotech auditor

Use the secure signature pad below.

Waiting for the Geotech signature.

Step 2Geotech supervisor

Geotech supervisor or coordinator Corrections / observations

Use the secure signature pad below.

Locked until the Geotech inspector signs.

Step 3Mine Operation

Mining manager responsible for the zone

Use the secure signature pad below.

Locked until Geotech approval.

Secure handwritten signatureMouse, finger or stylus

Confirmation method Full account passwordUse your full sign-in password. To enter a numeric PIN, select Signature PIN above. Comment

Server identity loaded at sign-in

Approval history and timelineSignatures retained by document version

Version 1

No electronic signature.

Automatic recipients Workflow status

Step 1: waiting for the Geotech inspector.

Distribution and notificationsInternal inbox always active; email uses SMTP when configured

Distribution starts after full approval.

Operator assessment

Enter the compliance percentage and select the support class based on your field assessment. Both values are recorded as entered.

Compliance (%) Support class

Operator assessmentPending—

Support classPending

Technical riskPending

Required actionPending

Mine Alert

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Geotechnical Monitoring

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Corrective Actions

Engineers may progress an action to In Progress. Closing or reopening an action requires approval permission and is recorded in the audit log.

Inspection	Parameter	Action	Priority	Status	Control

Account Profile and session history

Date	User	Role	Status
No session history.

Loading Gallery Evolution…

Inspection archive

Filters

SearchActivity typeMine zoneMine levelInspection dateAction status

Archived inspections

Ref	Workplace	Activity	Date	Risk	Compliance	PDF form

Page 1

Controlled workflow

Approvals

Review inspections assigned to you and open the controlled signature workflow.

Average score0%

Inspections0

Open actions0

High / Critical0

Inspection approval queue

No approval data available.

Inspection	Workplace	Risk	Stage	Assigned to	Due	Status	Action
No approvals in this queue.

Pull Test approval queue

No Pull Test approval data available.

Test	Location	Result	Reason	Submitted	Status	Actions
No Pull Tests in this queue.

Geotechnical Instruction approval queue

No GI approval data available.

Instruction	Subject	Workplace	Priority	Status	Actions
No GI in this queue.

Risk Management module

Risk Management

Assessment, classification and monitoring of geotechnical risks by zone and workplace.

Active plans0

Critical priority0

Overdue0

Linked inspections0

Scaling Inspection

Reference Zone / Sector Workplace Linked inspection Inspector Method Loose rock removed Back and sidewalls checked Area barricaded Status Observations

Scaling history

Reference	Workplace	Method	Inspector	Status	Date
No Scaling inspection.

Rehabilitation plan

Reference Zone / Sector Workplace Linked inspection Work type Priority Owner Planned date Status Progress % Required work / Comments

Rehabilitation Evolution

Reference	Workplace	Work	Priority	Owner	Due date	Progress	Status	Action
No monitoring records.

1. LookupsProvides controlled codes, descriptions and coefficients

2. Hazard RatingCalculates hazard level and risk automatically

3. ChecklistLink controls and actions to the same inspection

Legacy Excavations

Hazard Ratings

KCC model

Reference Area / Zone Stop Workplace Linked inspection Inspected by Checked by

Excavation Type Ground Conditions Blasting Adjustment Induced Stress Weathering Support Type Support Condition Exposure

Adjustment Rating0

Hazard Rating0

Hazard LevelLow

Risk Rating0

Risk Priority4

Check ScalingAnnual Check Scaling

Hazard RatingLow - 0Standard controls and routine monitoring.

Field verification

Inspection Checklist

Incomplete

Any loose rocks observed? Excavation scaled according to check scaling schedule? Barricades and signage in place for unsafe areas? Changes in ground conditions since previous inspection? Changes in exposure to personnel or equipment?

Generated actionsComplete the checklist to generate actions linked to this inspection.

Comments

Hazard Rating reference tables and coefficients

Hazard Rating register

Reference	Area / Stop	Workplace	Excavation	Ground	Adjustment	Support	Hazard	Exposure	Risk Rating	Risk	Check Scaling	Inspector	Date
No Hazard Rating.

Geotech access only

Geotechnical Instruction

Total Instructions0

Pending Validation0

Approved0

Critical0

New Geotechnical Instruction

Instruction No. Subject Date Prepared by Primary recipient Copied recipients Workplace Zone Level Priority Submission status Linked inspection

Instruction details

Summary of Defect Scope of Work Danger of Zone Management of Change Entry Examination and Safe Declaration Ground Support Model

Add photos

Review routing

List the responsible reviewers and their acknowledgement status. This register is not an electronic signature; controlled approvals must use the Approvals module.

#	Acknowledgement ref.	Name	Job title	Department	Date	Status	Comment
1
2
3
4
5

GI Export Files

Geotechnical instruction archive

Instruction No.	Subject	Workplace	Priority	Status	Prepared by	Date	Actions
No GI saved.

Geotech access only

Ground Support Standard

SUPPORT COMPLIANCE SYSTEM

STANDARD

90 - 100

NCN

80 - 89

NCR - 1

70 - 79

NCR - 2

< 70

Role	Standard	NCN	NCR-1	NCR-2
Geotech / Mine Supervisor	✔	✔	✔	✔
Geotech / Mine Superintendent	✔	✔	✔	✔
Coordinator / Senior / Manager		✔	✔	✔
Mine General Manager			✔	✔
Geotech Manager + Operations Manager				✔

Nil

Assess, review and remediate

Shutdown

Total Standards0

Active0

Critical Rules0

Versionv1.1

Standard Header

Standard Name Version Activity Type Status Effective Date Approved By

Add Support Rule

Support Group Parameter Standard Value Minimum Maximum Unit Risk Rule Photo Required Inspection Frequency

Corrective Action

Official Ground Support Library

Based on the official Ground Support document integrated into GUIMS.

TYPE 1 6.0 m (w) x 6.0 m (h)

Primary support: 2.4 m split sets on walls and back.
Spacing: 1.5 m between bolts.
Wire mesh with 0.3 m minimum overlap.
Mesh must not exceed 4.5 m from face after blasting.
General control: extra bolts required when excavation exceeds standard dimensions.

TYPE 2 6.0 m (w) x 6.0 m (h)

Primary support: 2.4 m split sets.
Spacing between bolts: 1.5 m.
Mesh overlap: minimum 0.3 m.
Mesh must not exceed 4.5 m from face after blasting.
Secondary support: not required unless conditions change.

TYPE 3 6.0 m (w) x 6.0 m (h)

Type 2 support must be completed before Type 3 starts.
Secondary support: 6.0 m cable bolts along excavation.
Cable bolt spacing: 2.0 m.
Cable bolts must not exceed 1.0 m from excavation front.
TARP required during entry verification and safety declaration.

TYPE 4 12.5 m (w) x 6.0 m (h)

Type 3 support must be completed before slashing begins.
Secondary support: 6.0 m cable bolts along extended excavation.
Cable bolt spacing: 2.0 m.
Cable bolts must not exceed 1.0 m from excavation front.
Extra bolts required where excavation dimensions exceed standard.

Face Support

Primary support Type 1 or Type 2 must be completed before face support installation.
Install 2.4 m bolts on face.
First row of wall bolts should not exceed 1.0 m from roof.
Mesh must be wrapped around walls and face.
Mesh overlap should be 0.3 m to 0.5 m.

Intersections

Type I or Type II support must be completed before secondary support.
Install 6.0 m cable bolts fully grouted at intersections.
Cable bolt spacing: 2.0 m.
Distance between support and excavation must not exceed 1.0 m.
Check bolts, mesh, plates and surface shotcrete conditions.

Geological Discontinuities

Discontinuities must be clearly demarcated with spray paint.
Overhangs and wedges must be supported.
If overhang exceeds 1.0 m, install extra bolts on the overhanging face.
Angles below 70° are not accepted against excavated surface.
Apply TARP after entry verification and safe declaration.

Stope Brow Longhole stope

Overhangs, dykes and faults must be clearly demarcated.
Install first row of 6.0 m cable bolts at least 2.0 m from planned stope brow.
Cable bolts spacing: 2.0 m.
Distance between excavation wall and cable bolts must not exceed 1.0 m.
Extra bolts required when excavation dimensions exceed standard.

Support Compliance System

Standard

90 - 100

NCN

80 - 89

NCR - 1

70 - 79

NCR - 2

< 70

Role	Standard	NCN	NCR - 1	NCR - 2
Geotech / Mine Supervisor	✔	✔	✔	✔
Geotech / Mine Superintendent	✔	✔	✔	✔
Coordinator / Senior / Manager		✔	✔	✔
Mine General Manager			✔	✔
Geotech Manager + Operations Manager				✔

Nil

Assess, review and remediate

Shutdown

Compliance Auto Decision Engine

Compliance Score Compliance Result Required Escalation Required Action

Official Ground Support document not included in this handoff package (proprietary).

Ground Support Standard Library

Version	Activity	Group	Parameter	Standard	Min	Max	Unit	Risk	Photo	Frequency	Action	Status
No standard rule saved.

Default Standards

Geotech access only

Pull Test Bolt pull-out testing

Total Tests0

Pass0

Fail0

Inconclusive0

Monthly Pull Test Portal

Month Test N° Company Date Operator Controlled Target Load (kN)Loaded from the central standard

The month list is generated automatically and each month supports 100 numbered tests.

Pull Test Data

Zone Area Location and Level Place Current Activity Lithology Average RMR Bolt Length (m) Bolt Diameter (mm) Max Load (kN) Initial Load (kN) Hold Duration (s) Displacement (mm) Collar Ring Condition Observed Failure Calculated Result Result Reason Comments Rock Formation Leaching / Segregation Water Remarks

Equipment, calibration and witness details

Equipment ID Serial Number Calibration Certificate Calibration Due Date Bolt Type Bolt Installation Date Grout Curing Time (h) Witness

Add photos

Pull Test Archive

Month filter Result filter Zone filter Search

Month	Test N°	Zone	Area	Location and Level	Place	Activity	Lithology	RMR	Bolt Length	Bolt Diameter	Target Load	Max Load	Result	Operator	Water	Remarks	Approval	Actions
No Pull Test saved.

Laboratory quality control

Laboratory

Analysis and monitoring of applied shotcrete strength in the mine.

0 tests

Supplier analysis

Shotcrete Altecrete

ALT

ReferenceSampling dateWorkplaceLot / Batch Test ageMaximum load (kN)Specimen area (mm²)Required strength (MPa)

Calculated strength0.00 MPa

CompliancePending

Observations Attach specimen evidence

Internal analysis

Shotcrete Kamoto

KMT

ReferenceSampling dateWorkplaceLot / Batch Test ageMaximum load (kN)Specimen area (mm²)Required strength (MPa)

Calculated strength0.00 MPa

CompliancePending

Observations Attach specimen evidence

Laboratory Records

Altecrete and Kamoto analyses are stored in a shared register.

Ref	Analysis	Date	Workplace	Batch	Age	Strength	Required	Status	Analysed by
No laboratory record loaded.

Reports

Overview of geotechnical activities

Authoritative synchronized records · not yet generated

✓

INSPECTIONS0

Total inspections

○

COMPLIANT0

0%

△

NON-COMPLIANT0

Non-compliant inspections

▤

ACTIONS ISSUED0

Corrective actions

↥

PULL TESTS0

0%

000

INSPECTIONS BY ACTIVITY TYPE

0Total

INSPECTIONS BY LEVEL

RISK DISTRIBUTION

TOP NON-COMPLIANCES

#	Defect	Count	%

PULL TESTS - DETAILED SUMMARY

0%Compliance

COMPLIANCE CLASSIFICATION

Class	Range	Quantity

LATEST INSPECTIONS

Date	Zone	Level	Activity	Risk	Compliance

CORRECTIVE ACTIONS

Action	Zone	Priority	Status

GEOTECHNICAL MONITORING

Total instruments	0
Active instruments	0
New readings · 24h	0
Active alerts	0
Critical alerts	0

MONITORING ACCESS

Open instrument-level trends, alert history, maintenance, calibration and detailed exports.

GENERATED DOCUMENTS

AUTOMATIC ALERTS

GENERAL COMMENTS

HIGH-RISK FINDINGS

Location	Activity	Risk	Description	Status

IT administration

User Management

Manage account identity, access level, approval and status.

Restricted to IT Admin and Super Admin

Create / edit account

Email Full name Employee number Job title Department Role Access level Manager approvalAutomatically derived from account status. Account status Temporary password

Leave blank while editing to keep the current password.

User accounts

Email	Full name	Employee number	Department	Role	Approval	Status	Actions
No users found.

Audit log

Date	User	Module	Action	Result	Details
No audit entries.

Application administration

Settings

Configure the interface, sign-in and editing rules.

Configuration loaded

Priority workplaces

Workplace barricades

Today’s route

Recent work

Active Mine Alerts

Awaiting my approval

New Audit

Workplace

Safety

Inspection discussion

Excavation Spans

Spread View Sketch (Not to scale)

Face

Roof

Left Sidewall

Right Sidewall

Support Parameters

Validation, signatures and automatic distribution

Operator assessment

Mine Alert

Geotechnical Monitoring

Corrective Actions

Account Profile and session history

User sign-in

Active profile

Session history

Inspection archive

Filters

Archived inspections

Inspection PDF form

Approvals

Inspection approval queue

Pull Test approval queue

Geotechnical Instruction approval queue

Risk Management

Scaling Inspection

Scaling history

Rehabilitation plan

Rehabilitation Evolution

Hazard Ratings

Inspection Checklist

Hazard Rating register

Geotechnical Instruction

New Geotechnical Instruction

Instruction details

Review routing

GI Export Files

Geotechnical instruction archive

Ground Support Standard

SUPPORT COMPLIANCE SYSTEM

STANDARD

NCN

NCR - 1

NCR - 2

Standard Header

Add Support Rule

Official Ground Support Library

TYPE 1 6.0 m (w) x 6.0 m (h)

TYPE 2 6.0 m (w) x 6.0 m (h)

TYPE 3 6.0 m (w) x 6.0 m (h)

TYPE 4 12.5 m (w) x 6.0 m (h)

Face Support

Intersections

Geological Discontinuities

Stope Brow Longhole stope

Support Compliance System

Standard

NCN

NCR - 1

NCR - 2

Compliance Auto Decision Engine

Ground Support Standard Library

Default Standards

Pull Test Bolt pull-out testing

Monthly Pull Test Portal

Pull Test Data

Pull Test Archive

Laboratory

Shotcrete Altecrete

Shotcrete Kamoto