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
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