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Pile Load Test

Field test verifying a pile's safe capacity by applying test load + measuring settlement

Also calledpile capacity teststatic load testinitial pile testroutine pile test
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Definition

A pile load test applies a controlled axial (or lateral/pull-out) load to a pile and measures the resulting settlement to verify its safe load-carrying capacity in the actual ground. IS 2911 Part 4 governs the procedure. Two types are used: the Initial (preliminary) test, taken to 2.5× the design (working) load on a sacrificial test pile to establish capacity + settlement behaviour and validate the design; and the Routine test, taken to 1.5× the working load on selected working piles for quality assurance (typically 0.5-2% of piles, minimum one per project).

Load is applied in increments via a hydraulic jack reacting against a kentledge stack or anchor/tension piles, each increment held until the settlement rate falls below the IS 2911 criterion, with dial gauges/LVDTs recording settlement. Safe load is the least of: capacity at a defined gross/net settlement (e.g. 12 mm net or 10% of pile diameter for the ultimate), two-thirds of the load at 12 mm gross, or as specified. Non-destructive integrity tests (low-strain PIT, cross-hole sonic logging) complement but do not replace the load test.

Where used
  • Design validation on every piled project (initial test)
  • Routine QA acceptance of working piles
  • Resolving disputes on doubtful / damaged piles
  • Calibrating dynamic-formula or PDA results
  • Lateral + pull-out capacity verification
Acceptance / threshold
Safe load determined per IS 2911 Part 4 as the least of the specified settlement-based criteria (e.g. 2/3 of load at 12 mm gross or load at 12 mm net / 10% diameter at ultimate). Routine test piles must reach 1.5× working load within allowable settlement.
Frequently asked
What is the difference between an initial and a routine pile load test?
An initial (preliminary) test loads a sacrificial pile to 2.5× the working load to establish ultimate capacity and validate the design. A routine test loads selected working piles to 1.5× the working load purely as quality-assurance acceptance.
How is safe pile capacity determined from a load test?
Per IS 2911 Part 4, it is the least of the code's settlement-based criteria — for example two-thirds of the load causing 12 mm gross settlement, or the load at 12 mm net settlement / 10% of pile diameter for the ultimate.
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