International Journal of Optimization in Civil Engineering
دانشگاه علم و صنعت ایران
Iran University of Science & Technology
http://ijoce.iust.ac.ir
18
agent2
2228-7558
en
jalali
1395
6
1
gregorian
2016
9
1
6
3
online
1
fulltext
en
ANN FOR CORRELATION BETWEEN SHEAR WAVE VELOCITY OF SOIL AND SOME GEOTECHNICAL PARAMETERS
Optimal design
Optimal design
پژوهشي
Research
<p dir="ltr">Shear wave velocity (V<sub>s</sub>) is known as one of the fundamental material parameters which is useful in dynamic analysis. It is especially used to determine the dynamic shear modulus of the soil layers. Nowadays, several empirical equations have been presented to estimate the shear wave velocity based on the results from Standard Penetration Test (SPT) and soil type. Most of these equations result in different estimation of V<sub>s</sub> for the same soils. In some cases a divergence of up to 100% has been reported. In the following study, having used the field study results of Urmia City and Artificial Neural Networks, a new correlation between V<sub>s</sub> and several simple geotechnical parameters (i.e. Modified SPT value number (N<sub>60</sub>), Effective overburden stress, percentage of passing from Sieve #200 (Fc), plastic modulus (PI) and mean grain size (d<sub>50</sub>)) is presented. Using sensitivity analysis it is been shown that the effect of PI in V<sub>s</sub> prediction is more than that of N<sub>60</sub> in over consolidated clays. It is also observed that Fc has a high influence on evaluation of shear wave velocity of silty soils.</p>
shear wave velocity (Vs), geotechnical parameters, artificial neural networks, sensitivity analysis.
455
467
http://ijoce.iust.ac.ir/browse.php?a_code=A-10-66-110&slc_lang=en&sid=1
H.
Bahadori
`18003194753284600994`

18003194753284600994
Yes
M. S.
Momeni
`18003194753284600995`

18003194753284600995
No