摘要
对某基坑的工程地质条件和支护设计进行了简单的介绍。分析了该基坑工程中的土钉墙开裂和墙体整体滑动现象的原因。施工质量检测和现场监测结果表明,该基坑部分土钉抗拔承载力、整体稳定性不满足要求。
The engineering geology conditions and surpport designs for a foundation pit are introduced simply.The crack and instability situations of the soil nailing wall are analized.The quality checking and in situ monitoring results indicate that the pullout capacity of some soil nailings and the overall stability are not consistent with the requestment of the Chinese code.
出处
《江苏建筑》
2013年第4期94-96,共3页
Jiangsu Construction
关键词
基坑
土钉墙
失稳
foundation pit
soil nailing wall
instability
