全部文献期刊学位论文会议报纸专利标准年鉴图书|学者科研项目
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作者:Yusuf Erzin , Nurhan Ecemis
来源:[J].Neural Computing and Applications(IF 1.168), 2017, Vol.28 (1), pp.727-736Springer
摘要:In this study, an artificial neural network (ANN) model was developed to predict the cone penetration resistance of silty sands. To achieve this, the data sets reported by Ecemis and Karaman, including the results of three high-quality field tests, namely piezocone penetration te...
作者:Nurhan Ecemis , Hasan Emre Demirci , Mustafa Karaman
来源:[J].Bulletin of Earthquake Engineering(IF 1.56), 2015, Vol.13 (6), pp.1655-1673Springer
摘要:Abstract(#br)The relative density can be used as the main indicator to assess the liquefaction resistance of clean sands. As relative density of the sand deposit increases significantly following the initial liquefaction, one should expect that the soil can improve its liquefacti...
作者:Nurhan Ecemis , Mahmood Md Tahir
来源:[J].Arabian Journal of Geosciences(IF 0.74), 2016, Vol.9 (1)Springer
摘要:Abstract(#br)The effects of non-traditional additives on the geotechnical properties of tropical soils have been the subject of investigation in recent years. This study investigates the strength development and micro-structural characteristics of tropical residual soil stabilize...
作者:Nurhan Ecemis , Mustafa Karaman
来源:[J].Engineering Geology(IF 1.403), 2014, Vol.181, pp.48-57Elsevier
摘要:Abstract(#br)Uncertainties prevail at the current liquefaction screening method based on the cone penetration test (CPT) as to whether the existence of fines increases liquefaction resistance or decrease cone penetration resistance. In this study, field-based data are used to eva...
作者:Yusuf Erzin , Nurhan Ecemis
来源:[J].Bulletin of Engineering Geology and the Environment(IF 0.617), 2015, Vol.74 (1), pp.103-116Springer
摘要:Abstract(#br)This study deals with development of two different artificial neural network (ANN) models: one for predicting cone penetration resistance and the other for predicting liquefaction resistance. For this purpose, cone penetration numerical simulations and cyclic tr...
作者:Nurhan Ecemis
来源:[J].European Journal of Environmental and Civil Engineering(IF 0.306), 2013, Vol.17 (10), pp.899-919Taylor & Francis
摘要:In this paper, we focus on the development and performance of the 1-g model testing system to monitor the liquefaction occurrence of saturated soils, under subsequent one-dimensional shake table tests. The system is composed of one-dimensional laminar box, cone penetration system...
作者:... Bing Qu , Nurhan Ecemis , Seda Dogruel
来源:[J].Earthquake Engineering and Engineering Vibration(IF 0.604), 2007, Vol.6 (4), pp.317-330Springer
摘要:Abstract(#br)As part of the 2007 Tri-Center Field Mission to Japan, a reconnaissance team comprised of fourteen graduate students and three faculty members from three U.S. earthquake engineering research centers, namely, Multidisciplinary Center for Earthquake Engineering Researc...

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