隧道建设
隧道建設
수도건설
TUNNEL CONSTRUCTION
2014年
12期
1148-1152
,共5页
南京纬三路过江通道%废弃黏土%粉细砂地层%泥浆%泥膜
南京緯三路過江通道%廢棄黏土%粉細砂地層%泥漿%泥膜
남경위삼로과강통도%폐기점토%분세사지층%니장%니막
Nanjing Weisanlu Yangtze River Crossing Tunnel%waste clay%fine silty sand strata%slurry%filter membrane
南京纬三路过江通道在竖井施工和盾构始发段掘进过程中产生了大量废弃的黏土,如何经济环保地处理废弃土成为工程面临的一大难题。工程盾构段约40%的地层是粉细砂地层,该地层对泥浆指标要求较低,考虑利用废弃黏土来配制掘进泥浆。采用填土、淤泥质粉质黏土、膨润土分别与泥浆增黏剂混合配浆,使用自制的泥浆渗透仪测定泥浆的滤失量和成膜质量,最后结合现场施工监测数据验证泥浆配比的可行性。结果表明,采用始发段废弃淤泥质粉质黏土配制的泥浆稳定性较好,形成的泥膜致密、泥浆失水量小,能够满足粉细砂地层的盾构掘进。
南京緯三路過江通道在豎井施工和盾構始髮段掘進過程中產生瞭大量廢棄的黏土,如何經濟環保地處理廢棄土成為工程麵臨的一大難題。工程盾構段約40%的地層是粉細砂地層,該地層對泥漿指標要求較低,攷慮利用廢棄黏土來配製掘進泥漿。採用填土、淤泥質粉質黏土、膨潤土分彆與泥漿增黏劑混閤配漿,使用自製的泥漿滲透儀測定泥漿的濾失量和成膜質量,最後結閤現場施工鑑測數據驗證泥漿配比的可行性。結果錶明,採用始髮段廢棄淤泥質粉質黏土配製的泥漿穩定性較好,形成的泥膜緻密、泥漿失水量小,能夠滿足粉細砂地層的盾構掘進。
남경위삼로과강통도재수정시공화순구시발단굴진과정중산생료대량폐기적점토,여하경제배보지처리폐기토성위공정면림적일대난제。공정순구단약40%적지층시분세사지층,해지층대니장지표요구교저,고필이용폐기점토래배제굴진니장。채용전토、어니질분질점토、팽윤토분별여니장증점제혼합배장,사용자제적니장삼투의측정니장적려실량화성막질량,최후결합현장시공감측수거험증니장배비적가행성。결과표명,채용시발단폐기어니질분질점토배제적니장은정성교호,형성적니막치밀、니장실수량소,능구만족분세사지층적순구굴진。
The construction of the vertical shafts and the shield launching sections of Nanjing Weisanlu Yangtze River Crossing Tunnel produced a huge amount of waste clay.On the other hand,40% of the shield-bored section of the mentioned tunnel is located in fine silty sand strata,which requires that the slurries to be used need not have high performance.As a result,the waste clay produced is reused to prepare slurries for slurry shield boring.The waste clay is mixed with fill,muddy-silty clay and bentonite to prepare slurry.The filter loss and filter membrane quality of the slurry prepared are tested by means of self-made slurry infiltration testing device.The mixing proportion of the slurry is verified by the site monitoring data.The study shows that the mentioned slurry with waste clay mixed has such advantages as good stability,compact filter membrane and low slurry loss,and it can meet the requirements of shield boring in fine silty sand strata.