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Wossenyeleh Buruk Kitachew Kasa Ayalew Shura Verbeiren Boud Huysmans Marijke 《Hydrogeology Journal》2022,30(3):751-766
Hydrogeology Journal - Drought is a temporal decrease in water availability and occurs in all climatic regions. Droughts propagate through the hydrological cycle, e.g., meteorological drought... 相似文献
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Tenfold cross validation artificial neural network modeling of the settlement behavior of a stone column under a highway embankment 总被引:1,自引:1,他引:0
Zamri Chik Qasim A. Aljanabi Anuar Kasa Mohd Raihan Taha 《Arabian Journal of Geosciences》2014,7(11):4877-4887
Construction of embankments in engineering structures on soft clay soils normally encounters problems related to excessive settlement issues. The conventional methods are inadequate to analyze and predict the surface settlement when the necessary parameters are difficult to determine in the field and in the laboratory. In this study, artificial neural network systems (ANNs) were used to predict settlement under embankment load using soft soil properties together with various geometric parameters as input for each stone column (SC) arrangement and embankment condition. Data from a highway project called Lebuhraya Pantai Timur2 in Terengganu, Malaysia, were investigated. The FEM package of Plaxis v8 program analysis was utilized. The actual angle of internal friction, spacing between SC, diameter of SC, length of SC, and height of embankment were used as the input parameters, and the settlement was used as the main output. Non cross validation (NCV) and tenfold cross validation (TFCV) were used to build the ANN model. The results of the TFCV model were more accurate than those of the NCV model. Comparisons made with the predictions of the Priebe model showed that the proposed TFCV model could provide better predictions than conventional methods. 相似文献
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Ziad Mahmoud Mansour Mohd Raihan Taha Zamri Chik Anuar Kasa 《Environmental Earth Sciences》2009,59(4):891-900
Leaching of Lisan Marl, Dead Sea, Jordan increased the soil compressibility and cohesion intercept. Back analysis using the
Plaxis finite element code was successfully implemented. The Finite element modeling of dike construction showed a significant
increase of total settlement and negligible effect on the strength as calculated by the φ/c reduction method. The height of dikes to be constructed on Lisan Marl as foundation material, should be optimized to account
for the effect of soluble salts leaching. For this to take place, an accurate calculation of settlement is crucial. 相似文献
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