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Mining & Mineral Economics

Network Analysis (PERT/CPM)

Critical path, the three-point PERT estimate and float — the project-scheduling tools for mine development and shutdowns.

PART 1

Topic Breakdown & Traps

The Engineering Principle

Network analysis schedules interdependent activities (sinking, drivages, plant installation, shutdowns). Activities and their dependencies form a network; the critical path is the longest chain of activities, and its length is the shortest possible project duration. CPM (Critical Path Method) uses single deterministic durations; PERT treats durations as uncertain, combining an **optimistic (), most-likely () and pessimistic () estimate into an expected time. Float (slack) is the spare time a non-critical activity has before it delays the project; critical activities have zero float**.

The Core Formula Matrix

PERT expected time:

Activity variance:

Total float: (late minus early start/finish)

Project duration = sum of along the critical path (the path with zero total float).

The ‘IIT Traps’

  • **The most-likely estimate carries a weight of 4** in ; treating all three equally is wrong.
  • The critical path is the *longest* path, because every activity on it must finish for the project to end.
  • Critical activities have zero float. Any float means the activity is not critical.
  • **Variance uses squared** — only the spread of the extremes, not .
PART 2

Progressive 3-Tier Question Suite

Q1BASIC1 Mark · MCQ
In project network analysis, an activity that lies on the critical path has a total float of:
Q2MEDIUM2 Marks · NAT
An activity has an optimistic time of , most-likely and pessimistic . Its PERT expected time is ______ days. (Round off to one decimal place.)
days
Q3HARD2 Marks · NAT
For the activity above (, ), the standard deviation of its duration is ______ days. (Round off to two decimal places.)
days