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您的检索式：作者名="R.A.T.M.Ranasinghe"
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| 1 | Genetic programming for predictions of effectiveness of rolling dynamic compaction with dynamic cone penetrometer test results显示文摘Rolling dynamic compaction (RDC),which employs non-circular module towed behind a tractor,is an innovative soil compaction method that has proven to be successful in many ground improvement applications.RDC involves repeatedly delivering high-energy impact blows onto the ground surface,which improves soil density and thus soil strength and stiffness.However,there exists a lack of methods to predict the effectiveness of RDC in different ground conditions,which has become a major obstacle to its adoption.For this,in this context,a prediction model is developed based on linear genetic programming (LGP),which is one of the common approaches in application of artificial intelligence for nonlinear forecasting.The model is based on in situ density-related data in terms of dynamic cone penetrometer (DCP) results obtained from several projects that have employed the 4-sided,8-t impact roller (BH-1300).It is shown that the model is accurate and reliable over a range of soil types.Furthermore,a series of parametric studies confirms its robustness in generalizing data.In addition,the results of the comparative study indicate that the optimal LGP model has a better predictive performance than the existing artificial neural network (ANN) model developed earlier by the authors. | R.A.T.M.Ranasinghe M.B.Jaksa F.Pooya Nejad Y.L.Kuo | 2019 | Journal of Rock Mechanics and Geotechnical Engineering2019，11，4： | 2 |
| 2 | Prediction of the effectiveness of rolling dynamic compaction using artificial neural networks and cone penetration test data显示文摘Rolling Dynamic Compaction(RDC),which is a ground improvement technique involving non-circular modules drawn behind a tractor,has provided the construction industry with an improved ground compaction capability,especially with respect to a greater influence depth and a higher speed of compaction,resulting in increased productivity. However,to date,there is no reliable method to predict the effectiveness of RDC in a range of ground conditions. This paper presents a new and unique predictive tool developed by means of artificial neural networks(ANNs) that permits a priori prediction of density improvement resulting from a range of ground improvement projects that employed 4-sided RDC modules;commercially known as'impact rollers'. The strong coefficient of correlation(i.e. R>0.86) and the parametric behavior achieved in this study indicate that the model is successful in providing reliable predictions of the effectiveness of RDC in various ground conditions. | R.A.T.M.Ranasinghe M.B.Jaksa F.Pooya Nejad Y.L.Kuo | 2019 | 岩石力学与工程学报2019，38，1： | 1 |
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