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ID:9046382
大小:554.67 KB
页数:12页
时间:2018-04-15
《某住宅楼深基坑悬臂桩支护课程设计》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、某住宅楼深基坑支护设计院校:________________________________专业:_________________________________班级:_________________________________姓名:_________________________________学号:_________________________________目录:某住宅楼深基坑...........................................................................................
2、..............................1支护设计.....................................................................................................................................1目录:.......................................................................................................................
3、.....................21前言..........................................................................................................................................12设计资料及设计要求..............................................................................................................12.1建筑物
4、概括...........................................................................................................................12.2地层岩性...............................................................................................................................12.3设计要求.......................
5、........................................................................................................23悬臂桩设计..............................................................................................................................24坑壁土压力计算以及嵌固深度的确定....................................
6、.............................................3(5)计算嵌固深度........................................................................................................................45悬臂桩内力计算...........................................................................................................
7、...........45.1桩身剪力计算.......................................................................................................................45.2桩身弯矩计算........................................................................................................
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