山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2012年
15期
146-147
,共2页
浸水路基%边坡防护%防护高程%设计
浸水路基%邊坡防護%防護高程%設計
침수로기%변파방호%방호고정%설계
immersion roadbed%slope protection%protective elevation%design
以新建铁路太原至兴县线古交市境内DIK49＋740～DIK50＋400段路基设计为例,分析了浸水路基的特点,论述了浸水路基的路基形式、填料的选取、边坡的防护等设计原则,并制定了合理的应对措施,以使浸水路基设计达到安全、可靠的效果。
以新建鐵路太原至興縣線古交市境內DIK49＋740～DIK50＋400段路基設計為例,分析瞭浸水路基的特點,論述瞭浸水路基的路基形式、填料的選取、邊坡的防護等設計原則,併製定瞭閤理的應對措施,以使浸水路基設計達到安全、可靠的效果。
이신건철로태원지흥현선고교시경내DIK49＋740～DIK50＋400단로기설계위례,분석료침수로기적특점,논술료침수로기적로기형식、전료적선취、변파적방호등설계원칙,병제정료합리적응대조시,이사침수로기설계체도안전、가고적효과。
Taking the roadbed design of DIK49 ＋ 740 ～ DIK50 ＋ 400 section in Gujiao of Taiyuan to Xing county line of newly-built railway as example,this paper analysed the characteristics of immersion roadbed,discussed the roadbed forms,mediaum selection,slope protection and other design principles of immersion roadbed,and drew reasonable measures,to achieve the effect of safety and reliable of immersion roadbed design.
