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Table 2 Site classification based on Vs30 (National Earthquake Hazard Reduction Provision, 1998)

From: Seismic hazard microzonation of Bengkulu City, Indonesia

NEHRP

Site Class

General Description

Range of Vs30

[m/s]

A

Hard Rock

Vs30 > 1500

B

Rock

760 ≤ Vs30 ≤ 1500

C

Very Dense Soil and Soft Rock

360 ≤ Vs30 ≤ 760

D

Stiff Soil [15 ≤ N ≤ 50 or 50 kPa ≤ N ≤ 100 kPa]

180 ≤ Vs30 ≤ 360

E

Soil or any profile with more than 3 soft clay defiled as soil with PI > 20, w ≥ 40%, and su < 25 kPa

Vs30 < 180

F

Soils requiring site-specific evaluation

–

  1. Remarks: N = SPT value [blows/ft], su undrained shear strength, PI plasticity index, w water content