Puncturing Object * relatively large * relatively small ded & relatively large ded & relatively small & relatively large & relatively small 0.9 0.8 0.6 0.6 0.6 0.7 0.4 0.4 0.5 0.4 0.2 0.2

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Puncturing Object
angular & relatively large
angular & relatively small
subrounded & relatively large
subrounded & relatively small
rounded & relatively large
rounded & relatively small
S2
S3
0.9
0.8
0.9
0.6
0.6
0.6
0.7
0.7
0.6
0.4
0.4
0.5
0.5
0.4
0.4
0.2
0.2
0.3
S, = protrusion factor
S, = scale factor
}
Frege = p'd? S,S,S3
%3D
S, = shape factor
Fallow/(IRF)
FS
%|
Freqd
Transcribed Image Text:Puncturing Object angular & relatively large angular & relatively small subrounded & relatively large subrounded & relatively small rounded & relatively large rounded & relatively small S2 S3 0.9 0.8 0.9 0.6 0.6 0.6 0.7 0.7 0.6 0.4 0.4 0.5 0.5 0.4 0.4 0.2 0.2 0.3 S, = protrusion factor S, = scale factor } Frege = p'd? S,S,S3 %3D S, = shape factor Fallow/(IRF) FS %| Freqd
What is the factor of safety for a geotextile with ultimate puncture strength of 350 N ac-
cording to ASTM D 4833, (use IIRF = 2.5) considering a 700 kPa tire inflation pressure
and relatively small stone of 15 mm size. The following types of stone come from different
sources, as described in Table 2.13:
(a) Angular
(b) Subrounded
(c) Rounded
Transcribed Image Text:What is the factor of safety for a geotextile with ultimate puncture strength of 350 N ac- cording to ASTM D 4833, (use IIRF = 2.5) considering a 700 kPa tire inflation pressure and relatively small stone of 15 mm size. The following types of stone come from different sources, as described in Table 2.13: (a) Angular (b) Subrounded (c) Rounded
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