几何尺寸与公差论坛------致力于产品几何量公差标准GD&T (GDT:ASME)|New GPS(ISO)研究/CAD设计/CAM加工/CMM测量  


返回   几何尺寸与公差论坛------致力于产品几何量公差标准GD&T (GDT:ASME)|New GPS(ISO)研究/CAD设计/CAM加工/CMM测量 » 三维空间:产品设计或CAX软件使用 » CAD设计 » 产品功能分析
用户名
密码
注册 帮助 会员 日历 银行 搜索 今日新帖 标记论坛为已读


回复
 
主题工具 搜索本主题 显示模式
旧 2009-09-16, 01:23 PM   #1
huangyhg
超级版主
 
huangyhg的头像
 
注册日期: 04-03
帖子: 18592
精华: 36
现金: 249466 标准币
资产: 1080358888 标准币
huangyhg 向着好的方向发展
默认 erraced retaining wall suggestions

terraced retaining wall suggestions
hi:
i have a backyard that needs terracing. the slope is approximatel 1 on 1. the dimensions are 60 feet wide and 30 feet high. there are water seeps in the hill and a drainage channel that runs down the middle. the water flows during the spring and i would like to build walls that can retain the soil and allow the groundwater to be releived and provide a drain to accomodate the spring rains. the soils are silty sands and there is bedrock present within the hill. any suggestions on the best type of walls to be constructed for these parameters? each wall would be 4 to 5 feet in height. also can a type of planting be recommended for each terrace? the location is new york, near nyc.
thanks,
john g.
obzpae!
with the data you submitted, and with the height of walls you stated, i see no big deal of preparing drainage. you can design type of drainage used for small highway bridges, using granular naterial backfilled the wall and number of drains in the root of the wall to let water released. there might be just one point, the possibility of land slide on the slopes. as you are going to work on slopes which are sometimes become saturated of water, you should perform a slope stability and consider the possibilty of sliding. note that the slope becomes more sensitive if you put more weights due to new construction on its active side,i.e. above centere of gravity of the sliding slope for a pecculiar sliding surface.
__________________
借用达朗贝尔的名言:前进吧,你会得到信心!
[url="http://www.dimcax.com"]几何尺寸与公差标准[/url]
huangyhg离线中   回复时引用此帖
GDT自动化论坛(仅游客可见)
回复


主题工具 搜索本主题
搜索本主题:

高级搜索
显示模式

发帖规则
不可以发表新主题
不可以回复主题
不可以上传附件
不可以编辑您的帖子

vB 代码开启
[IMG]代码开启
HTML代码关闭

相似的主题
主题 主题发起者 论坛 回复 最后发表
retaining wall retaining water huangyhg 产品功能分析 0 2009-09-15 06:41 PM
retaining wall near a river bank huangyhg 产品功能分析 0 2009-09-15 06:39 PM
retaining wall failure huangyhg 产品功能分析 0 2009-09-15 06:38 PM
in enercalc masonry wall design, what is parapet heigh huangyhg 产品功能分析 0 2009-09-09 07:17 PM
cantilever retaining wall or no huangyhg 产品功能分析 0 2009-09-07 10:39 PM


所有的时间均为北京时间。 现在的时间是 05:23 AM.


于2004年创办,几何尺寸与公差论坛"致力于产品几何量公差标准GD&T | GPS研究/CAD设计/CAM加工/CMM测量"。免责声明:论坛严禁发布色情反动言论及有关违反国家法律法规内容!情节严重者提供其IP,并配合相关部门进行严厉查处,若內容有涉及侵权,请立即联系我们QQ:44671734。注:此论坛须管理员验证方可发帖。
沪ICP备06057009号-2
更多