土工格室加筋路堤機理及沉降計算方法的研究(78頁).rar
土工格室加筋路堤機理及沉降計算方法的研究(78頁),(78頁)摘要土工格室是一種新型的土工合成材料,它工程性能優(yōu)越,幾年來被廣泛用于現(xiàn)代土木工程領(lǐng)域,并取得了良好的加固效果。本文通過理論分析、公式推導(dǎo)、數(shù)值計算等手段,主要進行了以下幾方面的工作:1、分析了土工格室的加筋機理,結(jié)合相關(guān)工程實例將立體加筋與平面加筋相比較,并分析了產(chǎn)生這兩種加筋效果差異的原因。2、利用變分原...
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內(nèi)容介紹
原文檔由會員 白癡學(xué)東西 發(fā)布
(78頁)摘要
土工格室是一種新型的土工合成材料,它工程性能優(yōu)越,幾年來被廣泛用于
現(xiàn)代土木工程領(lǐng)域,并取得了良好的加固效果。本文通過理論分析、公式推導(dǎo)、
數(shù)值計算等手段,主要進行了以下幾方面的工作:
1、分析了土工格室的加筋機理,結(jié)合相關(guān)工程實例將立體加筋與平面加筋
相比較,并分析了產(chǎn)生這兩種加筋效果差異的原因。
2、利用變分原理,推導(dǎo)出文克爾地基上加筋墊層的撓度計算公式,總結(jié)了
公式中各參數(shù)的確定方法,并驗證了該公式的合理性。
3、采用Plxais有限元軟件將三種形式的路堤進行數(shù)值分析,分析了軟土層
厚度、格室墊層模量、格室鋪設(shè)寬度、堤底寬度、墊層厚度等影響加筋效果的幾
個因素,所得的結(jié)論對工程實踐具有一定的參考價值。
關(guān)鍵詞:土工格室,路堤,加筋機理,變分法,沉降計算,有限元
目錄
摘要
ABSTRACT
第一章緒論···············································································
1.1研究背景·········································································
1.2研究現(xiàn)狀·································································
1·3本課題研究意義····························································....
1.4本文的主要工作································································
第二章土工格室的材料特性和加筋機理·······································
2.1土工合成材料簡介·····························································
2.2土工格室的工程特性·······················································
2.3加筋機理········································································
2.4路堤加筋機理·································································
2.5土工格室加固路堤的破壞形式分析······································
2.6本章小結(jié)······································……,’’···················
第三章用變分原理分析加筋墊層的撓度···········································
3·1常用沉降計算方法···················································
3.2變分原理求解加筋墊層的撓度··········································
3.3加筋墊層參數(shù)的確定······················································
3.4公式的驗證····································································
3.5本章小結(jié)·······································································
第四章有限元數(shù)值分析········································~····......·....
4.1Plxais程序計算原理簡介·····················································
4.2加筋體力學(xué)模型····························································..
目錄
4.3加筋地基有限元計算模型的建立····································
4.4計算結(jié)果分析····························································
4.5影響加筋效果的幾個因素分析·······································
4.6本章小結(jié)··································································
第五章結(jié)論與展望············································································
5.1結(jié)論········································································
5.2展望········································································
參考文獻······················································································
致謝·························································,·············..
土工格室是一種新型的土工合成材料,它工程性能優(yōu)越,幾年來被廣泛用于
現(xiàn)代土木工程領(lǐng)域,并取得了良好的加固效果。本文通過理論分析、公式推導(dǎo)、
數(shù)值計算等手段,主要進行了以下幾方面的工作:
1、分析了土工格室的加筋機理,結(jié)合相關(guān)工程實例將立體加筋與平面加筋
相比較,并分析了產(chǎn)生這兩種加筋效果差異的原因。
2、利用變分原理,推導(dǎo)出文克爾地基上加筋墊層的撓度計算公式,總結(jié)了
公式中各參數(shù)的確定方法,并驗證了該公式的合理性。
3、采用Plxais有限元軟件將三種形式的路堤進行數(shù)值分析,分析了軟土層
厚度、格室墊層模量、格室鋪設(shè)寬度、堤底寬度、墊層厚度等影響加筋效果的幾
個因素,所得的結(jié)論對工程實踐具有一定的參考價值。
關(guān)鍵詞:土工格室,路堤,加筋機理,變分法,沉降計算,有限元
目錄
摘要
ABSTRACT
第一章緒論···············································································
1.1研究背景·········································································
1.2研究現(xiàn)狀·································································
1·3本課題研究意義····························································....
1.4本文的主要工作································································
第二章土工格室的材料特性和加筋機理·······································
2.1土工合成材料簡介·····························································
2.2土工格室的工程特性·······················································
2.3加筋機理········································································
2.4路堤加筋機理·································································
2.5土工格室加固路堤的破壞形式分析······································
2.6本章小結(jié)······································……,’’···················
第三章用變分原理分析加筋墊層的撓度···········································
3·1常用沉降計算方法···················································
3.2變分原理求解加筋墊層的撓度··········································
3.3加筋墊層參數(shù)的確定······················································
3.4公式的驗證····································································
3.5本章小結(jié)·······································································
第四章有限元數(shù)值分析········································~····......·....
4.1Plxais程序計算原理簡介·····················································
4.2加筋體力學(xué)模型····························································..
目錄
4.3加筋地基有限元計算模型的建立····································
4.4計算結(jié)果分析····························································
4.5影響加筋效果的幾個因素分析·······································
4.6本章小結(jié)··································································
第五章結(jié)論與展望············································································
5.1結(jié)論········································································
5.2展望········································································
參考文獻······················································································
致謝·························································,·············..
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