铁道建筑
鐵道建築
철도건축
RAILWAY ENGINEERING
2014年
12期
36-39
,共4页
太行山隧道%宽张裂隙%注浆效果
太行山隧道%寬張裂隙%註漿效果
태행산수도%관장렬극%주장효과
T aihangshan tunnel%W ide-tension fissure%Grouting effect
太行山隧道位于晋豫两省交界,为山西中南部铁路通道第二长隧道,地层岩性、新构造运动、地貌演化塑造了其独特的水文地质背景,Ω套谷、宽张裂隙发育,补给面积大,在Ω沟沟口、地形急剧变化带、构造轴部地下水易富存,隧道施工地下水顺宽张裂隙高压涌出。山西中南部铁路通道为国家重点工程建设项目,富水段落注浆堵水为主要的工程措施,本文在分析场地水文地质特征后,重点对帷幕注浆、周边注浆等方法的效果进行了分析。
太行山隧道位于晉豫兩省交界,為山西中南部鐵路通道第二長隧道,地層巖性、新構造運動、地貌縯化塑造瞭其獨特的水文地質揹景,Ω套穀、寬張裂隙髮育,補給麵積大,在Ω溝溝口、地形急劇變化帶、構造軸部地下水易富存,隧道施工地下水順寬張裂隙高壓湧齣。山西中南部鐵路通道為國傢重點工程建設項目,富水段落註漿堵水為主要的工程措施,本文在分析場地水文地質特徵後,重點對帷幕註漿、週邊註漿等方法的效果進行瞭分析。
태행산수도위우진예량성교계,위산서중남부철로통도제이장수도,지층암성、신구조운동、지모연화소조료기독특적수문지질배경,Ω투곡、관장렬극발육,보급면적대,재Ω구구구、지형급극변화대、구조축부지하수역부존,수도시공지하수순관장렬극고압용출。산서중남부철로통도위국가중점공정건설항목,부수단락주장도수위주요적공정조시,본문재분석장지수문지질특정후,중점대유막주장、주변주장등방법적효과진행료분석。
T aihangshan tunnel is located at the boundary between Shanxi and Henan province and is the second longest tunnel of Shanxi-Henan-Shangdong railway thoroughfare. Formation lithology,neotectonic movement and geomorphologic evolution shaped its unique hydrology geology background,which is the development of Ω-like valley and wide-tension fissure,large recharge area,groundwater enrichment at the mouth of Ω-like valley,the rapid changing topography and the tectonic axis section,groundwater wide-tension fissure emission with high pressure in tunnel construction. Shanxi-Henan-Shangdong railway thoroughfare is the national key construction project,grouting and ponding in water-rich section is the main engineering measures. T his paper analyzed the hydrology geology features and emphasized the effect of such methods as curtain grouting and peripheral grouting.