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      •   صفحهٔ اصلی
      • نشریات انگلیسی
      • Journal of Soft Computing in Civil Engineering
      • Volume 4, Issue 2
      • مشاهده مورد
      •   صفحهٔ اصلی
      • نشریات انگلیسی
      • Journal of Soft Computing in Civil Engineering
      • Volume 4, Issue 2
      • مشاهده مورد
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      Neural Models for Unconfined Compressive Strength of Kaolin clay mixed with pond ash, rice husk ash and cement

      (ندگان)پدیدآور
      Priyadarshee, AkashChandra, SunayanaGupta, DeepakKumar, Vikas
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      نوع مدرک
      Text
      Regular Article
      زبان مدرک
      English
      نمایش کامل رکورد
      چکیده
      In this study an Artificial Neural Network (ANN) model was used to predict the Unconfined Compressive Strength (UCS) of Kaolin clay mixed with pond ash, rice husk ash and cement content model under different curing period. The input parameters included percentages of admixtures added alongwith clay content and curing period. The curing Period range was 7, 14 and 28 days considered in neural model. The feedforward backpropagated neural model with Levenberg Marqaurdt gradient descent with momentum constant was used to predict the UCS and optimized topology of 5-10-1 was obtained. The sensitivity analysis based on weights of neural model indicated that all admixtures contributed 70% to the UCS of Kaolin clay. The comparison of ANN model with Multiple Regression Analysis (MRA) model indicated that ANN models were performing better than MRA model with values of r as R2 as 0.98 and 0.97 respectively in testing phase of neural model and for MRA model r was 0.94 and R2 as 0.88.
      کلید واژگان
      Kaolin clay
      Artificial Neural Network
      Pond ash
      Rice Husk Ash
      cement and Unconfined Compressive Strength
      Artificial Neural Networks

      شماره نشریه
      2
      تاریخ نشر
      2020-04-01
      1399-01-13
      ناشر
      Pouyan Press
      سازمان پدید آورنده
      Civil Engineering Department, MIT Muzaffarpur, Muzaffarpur
      CSIR-NEERI, Delhi Zonal Centre
      Civll Engg. Deptt, Govt. College Jammu
      Civil Engineering, School of Engineering and Technology, Central University Haryana

      شاپا
      2588-2872
      URI
      https://dx.doi.org/10.22115/scce.2020.223774.1189
      http://www.jsoftcivil.com/article_107849.html
      https://iranjournals.nlai.ir/handle/123456789/44922

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