摘要
分析了常用的土工合成材料加筋垫层承载力方法所体现的加筋机理 ,提出了改进的加筋垫层承载力计算方法 。
Based on the theoretical analysis of methods for determining the ultimate bearing capacity of geosynthetic-reinforced foundation, a reinforcement soil interaction mechanism is discussed. A modified equation is derived to evaluate ultimate bearing capacity of reinforced foundations. The application of geosynthetic-reinforced foundation in the ground improvement of chemical equipment is also introduced.
出处
《山东大学学报（工学版）》
CAS
2003年第5期568-571,共4页
Journal of Shandong University（Engineering Science）
关键词
土工合成材料
加筋垫层
地基处理
geosynthetics
reinforced foundation
ground improvement
