Simplified Method of Solving Reinforced Soil System
作者单位：Nagoya University NagoyaJapan Nagoya University NagoyaJapan Nagoya University NagoyaJapan
会议名称：《第10届亚洲地区土壤力学与基础工程会议》
会议日期：1996年
学科分类：081401[工学-岩土工程] 08[工学] 0814[工学-土木工程]
摘 要：正The stability of reinforced soil structure is solved here based on the rigid plastic finite element method,in which two distinct constraint conditions are newly imposed upon the velocity field at limit *** is,the distance of two soil nodes along axial rigid reinforcement and the direction consisting three continuous soil nodes along flexural rigid facing are constrained not to change and bend,*** a sand slope is improved by a horizontal reinforcement,a remarkable reinforcing effect is obtained because of the high mean effective stress concentration around the *** analysis method explains well the results of model tests on sandy soil slope concerning the ultimate load,initial tangent of load-deformation curve and the tensile force distribution developed along reinforcements.