IS 14881

: 2001

Method for Blast Vibration Monitoring - Guidelines

CurrentSpecializedGuidelinesGeotechnical · Rock Mechanics
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This standard provides guidelines for monitoring ground vibrations induced by blasting operations in mining, quarrying, and civil engineering projects. It details the required instrumentation, monitoring procedures, data analysis techniques, and establishes safe vibration limits (PPV) to prevent damage to various types of structures and address human response.

Method for Blast Vibration Monitoring - Guidelines

Quick Reference Values
Safe PPV for domestic houses (<10 Hz)5 mm/s
Safe PPV for domestic houses (>10 Hz)10 mm/s
Safe PPV for historical structures (<10 Hz)2 mm/s
Safe PPV for industrial RCC structures (>10 Hz)25 mm/s
Human perception threshold for vibration0.5 mm/s
PPV level for frequent human complaints2.5 mm/s
Key Formulas
PPV = K * (D / sqrt(W))^-B — Scaled distance formula for predicting Peak Particle Velocity (PPV), where D is distance, W is charge weight, and K & B are site constants (Clause 7.3).
Practical Notes
The relationship between charge weight, distance, and vibration (Scaled Distance) is site-specific and must be determined through trial blasts for accurate prediction and control.
Proper coupling of the geophone transducer to the ground or structure is critical for accurate measurements; poor coupling will result in erroneously low readings.
Human annoyance is often a governing factor, as vibration levels that are safe for structures can still lead to complaints. Refer to both structural damage criteria (Table 1) and human response criteria (Table 2).