摘要
根据川藏铁路高海拔严寒地区的工程特点,基于现代TRIZ理论对重力式挡土墙遇到的关键问题进行分析,提出了装配式重力式挡土墙的结构方案,并采用理论及数值模拟进行验证。
Based on the high-altitude and extremely cold engineering characteristics of Sichuan—Tibet Railway,this paper analyzes the key problems encountered by gravity retaining walls based on the modern TRIZ theory and proposes a structural scheme for assembled gravity retaining walls which is verified by using theoretical and numerical simulation.
作者
杨泉
徐骏
YANG Quan;XU Jun(China Railway Eryuan Engineering Group Co.,Ltd.,Chengdu 610083,China)
出处
《路基工程》
2019年第5期99-104,共6页
Subgrade Engineering
关键词
TRIZ理论
高海拔严寒地区
重力式挡土墙
川藏铁路
装配式重力挡土墙
TRIZ theory
high altitude and extremely cold area
gravity retaining wall
Sichuan—Tibet Railway
assembled gravity retaining wall
