RIDO分析的一個問題 - 土木
By Anonymous
at 2009-09-19T12:25
at 2009-09-19T12:25
Table of Contents
公司一個案子是在捷運旁邊要蓋醫院,
開挖是採逆打工法,
可是捷運局的要求真是太高了...
軌道水平和垂直變位量只能有1cm,
所以RIDO分析時要把變位量控制在1.5cm左右,
但該地又都是軟弱黏土層,
我們試過逆打+支撐,地質改良,浮壁等等的辦法,
最多就是讓變位量降到3.X公分,
想請問版上,
有人知道還有什麼方式可以嘗試嗎???
--
開挖是採逆打工法,
可是捷運局的要求真是太高了...
軌道水平和垂直變位量只能有1cm,
所以RIDO分析時要把變位量控制在1.5cm左右,
但該地又都是軟弱黏土層,
我們試過逆打+支撐,地質改良,浮壁等等的辦法,
最多就是讓變位量降到3.X公分,
想請問版上,
有人知道還有什麼方式可以嘗試嗎???
--
Tags:
土木
All Comments
By Sierra Rose
at 2009-09-21T12:41
at 2009-09-21T12:41
By Freda
at 2009-09-22T18:19
at 2009-09-22T18:19
By Emma
at 2009-09-26T10:35
at 2009-09-26T10:35
By Emma
at 2009-09-27T12:22
at 2009-09-27T12:22
By Annie
at 2009-09-29T19:00
at 2009-09-29T19:00
By Oscar
at 2009-10-04T16:11
at 2009-10-04T16:11
By George
at 2009-10-06T10:34
at 2009-10-06T10:34
By Genevieve
at 2009-10-07T12:06
at 2009-10-07T12:06
By Caitlin
at 2009-10-09T04:16
at 2009-10-09T04:16
By Adele
at 2009-10-11T04:09
at 2009-10-11T04:09
By Mary
at 2009-10-13T15:34
at 2009-10-13T15:34
Related Posts
請問有人有土木材料這本書嗎?
By Rebecca
at 2009-09-18T05:51
at 2009-09-18T05:51
問書~RC結構設計的書
By Caitlin
at 2009-09-17T22:30
at 2009-09-17T22:30
薪資經驗分享-請愛用r
By Heather
at 2009-09-17T22:15
at 2009-09-17T22:15
問書~RC結構設計的書
By Valerie
at 2009-09-17T22:12
at 2009-09-17T22:12
[工地現場乾密度]
By Ursula
at 2009-09-17T19:35
at 2009-09-17T19:35