(b). Following are the results of a seismic refraction survey done on a relatively flat area shown in table 1. Determine the velocity of P-waves in soil layer and their thickness. Table – 1 X (m) 10 20 30 40 60 80 100 150 200 250 300 T 19.23 38.40 57.71 76.9 115. 120. 125. 138. 152. 166. 178. (mill.sec) 40 71 82 72 61 81 31
(b). Following are the results of a seismic refraction survey done on a relatively flat area shown in table 1. Determine the velocity of P-waves in soil layer and their thickness. Table – 1 X (m) 10 20 30 40 60 80 100 150 200 250 300 T 19.23 38.40 57.71 76.9 115. 120. 125. 138. 152. 166. 178. (mill.sec) 40 71 82 72 61 81 31
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter10: Shear Strength Of Soil
Section: Chapter Questions
Problem 10.24CTP
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