Skip to main content

Advertisement

Official Journal of the Asia Oceania Geosciences Society (AOGS)

Geoscience Letters Cover Image

TableĀ 1 Results of a standard penetration test at Roorkee City (Muzammil 2013)

From: Estimation of bedrock depth for a part of Garhwal Himalayas using two different geophysical techniques

Depth (m) N Dry density (gm/cc) Corrected N for over burden pressure Soil type
.75 11 1.53 19.01 SP
1.5 8 1.52 7.41 SP
3.0 7 1.52 6.09 CL
4.5 11 1.59 8.99 CL
6.0 5 1.60 3.87 CL
7.5 17 1.63 12.47 SP
9.0 11 1.63 7.69 SP
  1. SP poorly graded sand, CL lean clay or clay of low plasticity