摘要
应用有限元方法对土钉抗拔进行了分析计算 ,并依据土钉现场抗拔试验结果 ,对土钉与周围土体的界面粘结强度和抗剪刚度进行了反演分析 ,为土钉墙支护结构设计、施工及分析提供了依据和参考 .
Pulling capacity of soil nail is computed by FEM.Adhesion strength and shear rigidity on the interface between soil nail and soil around are back analyzed according to the pulling test on soil nail.Basis is provided for the design of soil nail wall.
出处
《宁夏大学学报（自然科学版）》
CAS
2000年第3期220-222,共3页
Journal of Ningxia University(Natural Science Edition)
基金
宁夏区教委科研基金资助项目
