Please use this identifier to cite or link to this item: http://hdl.handle.net/11455/72786
標題: 破裂舖面受衝擊載重作用之滲水分析
作者: 張政翔
鍾蒍
張美雯
林義雄
關鍵字: Finite element method;有限元素;Pore water pressure;Seepage;孔隙水壓力;滲水量
出版社: 國立中興大學工學院;Airiti Press Inc.
Project: 興大工程學刊, Volume 20, Issue 3, Page(s) 127-134.
摘要: 
This study is to establish the finite element model for seepage analysis and the pore water pressure from cracked pavement under impact loading . The model is based on Foda&Mei consolidation theory,which analyzes the pore water pressure variations in the soil and seepage beneath cracked pavement.In the article, the loading process adopts different permeabiliies of the soil and different positions of impact loading.

本研究主要目的為分析在含裂縫之舖面,受衝擊載重作用過程中之土壤孔隙水壓力及裂縫所滲出水量之變化。本研究利用Foda&Mei所推導的動態壓密理論建立有限元素法分析模式,由所建立之模式,分析受衝擊載重之含裂縫舖面下土壤的孔隙水壓力及由裂縫所滲出之滲水量變化。文中將考慮土壤滲透性及衝擊載重位置影響因素,在作用力過程中對土壤孔隙水壓力與滲出水量之變化影響。
URI: http://hdl.handle.net/11455/72786
ISSN: 1017-4397
Appears in Collections:第20卷 第3期
工學院

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