Liquefaction-Induced Ground Deformations Evaluation Based on Cone Penetration Tests (CPT)
نویسندگان
چکیده
منابع مشابه
CPT-based evaluation of liquefaction potential for fine- grained soils
Recent ground failure case histories after 1994 Northridge, 1999 Kocaeli and 1999 Chi-Chi earthquakes revealed that low-plasticity silt-clay mixtures generate significant cyclic pore pressures and can exhibit a strain-softening response, which may cause significant damage to overlying structural systems. In this study, results of cyclic tests performed on undisturbed specimens of ML, CL, MH and...
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the prediction of liquefaction potential of soil due to an earthquake is an essential task in civil engineering. the decision tree is a tree structure consisting of internal and terminal nodes which process the data to ultimately yield a classification. c4.5 is a known algorithm widely used to design decision trees. in this algorithm, a pruning process is carried out to solve the problem of the...
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ژورنال
عنوان ژورنال: World Journal of Engineering and Technology
سال: 2014
ISSN: 2331-4222,2331-4249
DOI: 10.4236/wjet.2014.24026