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. (1386). Elastic analysis of reinforced soils using point interpolation method. , 31(5), 557-581. doi: 10.22099/ijstc.2007.758
. "Elastic analysis of reinforced soils using point interpolation method". , 31, 5, 1386, 557-581. doi: 10.22099/ijstc.2007.758
. (1386). 'Elastic analysis of reinforced soils using point interpolation method', , 31(5), pp. 557-581. doi: 10.22099/ijstc.2007.758
. Elastic analysis of reinforced soils using point interpolation method. , 1386; 31(5): 557-581. doi: 10.22099/ijstc.2007.758

Elastic analysis of reinforced soils using point interpolation method

Iranian Journal of Science and Technology Transactions of Civil Engineering
شناسنامه علمی شماره، دوره 31، شماره 5، فروردین 2007، صفحه 557-581    اصل مقاله (209.42 K)
شناسه دیجیتال (DOI): 10.22099/ijstc.2007.758
چکیده
A recently proposed meshless method, which is called the radial basis point interpolation method (RBPIM), is used for the mechanical analysis of reinforced soils. The media of reinforced soil is divided into three parts: soil, reinforcement and interface layer. The displacement field in each part is constructed by point interpolation. A code has been developed based on RBPIM and the validity of this code has been investigated by solving some examples at the end of the paper
کلیدواژه‌ها
reinforced soil؛ meshless method؛ Radial Basis؛ point interpolation
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