Rankine主動土壓分析 - 土木
By Skylar DavisLinda
at 2010-02-04T22:33
at 2010-02-04T22:33
Table of Contents
1.Rankine 主動壓力分析
在算剛性擋土牆時
飽和黏土要用總應力分析法
那請問"未"飽和黏土勒
要用有效應力分析還是總應力分析??????
2.假如是飽和黏土
若題目上給的總摩擦角..不為0時
還可以用總應力分析法嗎?????(不為0是題目出錯的意思嗎???)
依大三的印象學校老師
說要用浸水單位重去算
除非摩擦角為0
Ka=1
才可以用飽和單位重去算
題目越算越糊塗了....
在分析擋土牆時要用哪個才是對的
請各位指導小弟一下正確觀念
3.施國欽的基工歷屆試題
1-93頁...84台科大的考題
請問他怎不沒考慮凝聚力..
是他寫錯嗎????
有書的人可以幫我解答一下嗎><
題目越算....問題越多Q~Q
--
在算剛性擋土牆時
飽和黏土要用總應力分析法
那請問"未"飽和黏土勒
要用有效應力分析還是總應力分析??????
2.假如是飽和黏土
若題目上給的總摩擦角..不為0時
還可以用總應力分析法嗎?????(不為0是題目出錯的意思嗎???)
依大三的印象學校老師
說要用浸水單位重去算
除非摩擦角為0
Ka=1
才可以用飽和單位重去算
題目越算越糊塗了....
在分析擋土牆時要用哪個才是對的
請各位指導小弟一下正確觀念
3.施國欽的基工歷屆試題
1-93頁...84台科大的考題
請問他怎不沒考慮凝聚力..
是他寫錯嗎????
有書的人可以幫我解答一下嗎><
題目越算....問題越多Q~Q
--
Tags:
土木
All Comments
By Quintina
at 2010-02-07T05:11
at 2010-02-07T05:11
By Enid
at 2010-02-08T09:43
at 2010-02-08T09:43
By Olga
at 2010-02-08T18:46
at 2010-02-08T18:46
By Audriana
at 2010-02-10T22:29
at 2010-02-10T22:29
By Queena
at 2010-02-15T01:20
at 2010-02-15T01:20
By Selena
at 2010-02-19T08:33
at 2010-02-19T08:33
By Kristin
at 2010-02-22T02:55
at 2010-02-22T02:55
By Harry
at 2010-02-26T18:17
at 2010-02-26T18:17
By Ursula
at 2010-03-02T22:17
at 2010-03-02T22:17
By Faithe
at 2010-03-07T12:50
at 2010-03-07T12:50
By Sandy
at 2010-03-08T23:44
at 2010-03-08T23:44
By Necoo
at 2010-03-13T00:35
at 2010-03-13T00:35
By Kristin
at 2010-03-15T00:50
at 2010-03-15T00:50
By Damian
at 2010-03-17T14:15
at 2010-03-17T14:15
By Valerie
at 2010-03-20T16:00
at 2010-03-20T16:00
By Todd Johnson
at 2010-03-22T01:04
at 2010-03-22T01:04
By Andy
at 2010-03-26T11:11
at 2010-03-26T11:11
Related Posts
[水利]請問人造有小河的花木山崙
By William
at 2010-02-04T18:02
at 2010-02-04T18:02
水文機率
By Faithe
at 2010-02-04T17:47
at 2010-02-04T17:47
對土木或建築的人員指導一些專有名詞
By Charlotte
at 2010-02-04T16:10
at 2010-02-04T16:10
九華學員證轉讓
By Charlie
at 2010-02-04T16:08
at 2010-02-04T16:08
樑穿洞
By Una
at 2010-02-04T13:00
at 2010-02-04T13:00