کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
6710298 503311 2016 10 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Flexible membranes anchored to the ground for slope stabilisation: Numerical modelling of soil slopes using SPH
موضوعات مرتبط
مهندسی و علوم پایه مهندسی کامپیوتر نرم افزارهای علوم کامپیوتر
پیش نمایش صفحه اول مقاله
Flexible membranes anchored to the ground for slope stabilisation: Numerical modelling of soil slopes using SPH
چکیده انگلیسی
An alternative modelling for flexible membranes anchored to the ground for soil slope stabilisation is presented using Smoothed-Particle Hydrodynamics to model the unstable ground mass in a soil slope, employing a dynamic solve engine. A regression model of pressure normal to the ground, qsim, and also membrane deflection, fsim, have been developed using Design of Experiment. Finally, a comparison between the pressure obtained from numerical simulation and from a limit equilibrium analysis considering infinite slope has been carried out, showing differences in the results, mainly due to the membrane stiffness.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Computers and Geotechnics - Volume 78, September 2016, Pages 1-10
نویسندگان
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