| 隧道软弱下卧地基注浆加固试验 |
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| 引用本文： | 周梁,廖少明,史宁强,李家平.隧道软弱下卧地基注浆加固试验[J].重庆交通大学学报(自然科学版),2010,29(6). |
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| 作者姓名： | 周梁 廖少明 史宁强 李家平 |
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| 作者单位： | 同济大学,地下建筑与工程系,上海,200092;林同炎国际工程咨询有限公司,重庆,400015;上海地铁运营有限公司监护分公司,上海,200003 |
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| 基金项目： | 上海市科学技术委员会项目，上海市重点学科建设项目 |
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| 摘 要： | 注浆法是提高软土地基承载力和控制其压缩沉降的传统加固方法,由于其过程不可控性与加固效果的不确定性,在应用于加固运营地铁隧道下卧土时,须考虑加固过程的扰动及长期效果。通过现场试验,研究注浆加固的工艺参数对饱和软土扰动和加固效果的影响,以获得安全合理的精细化注浆工艺参数,对处理软土地铁隧道长期沉降问题具有现实意义。
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| 关 键 词： | 饱和软黏土 现场试验 套管注浆 微扰动控制 |
In-situ Test of Grouting Reinforcement for Subway Tunnel Foundation in Soft Ground |
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| ZHOU Liang,LIAO Shao-ming,SHI Ning-qiang,LI Jia-ping.In-situ Test of Grouting Reinforcement for Subway Tunnel Foundation in Soft Ground[J].Journal of Chongqing Jiaotong University,2010,29(6). |
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| Authors: | ZHOU Liang LIAO Shao-ming SHI Ning-qiang LI Jia-ping |
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| Abstract: | Grouting is a traditional reinforcement method to improve bearing capacity of soft soil and control the compression settlement.However,it has been criticized by engineers for its uncontrollable process and indeterminate reinforcement effect shown by long-standing engineering practice.When grouting is applied to reinforcing the underlying soil of subway tunnel,it needs taking the disturbance during reinforcing process and the long-term effects of grouting into consideration.It is of practical significance to study the effects of grouting parameters on disturbance of saturated soft soil and ultimate reinforcing effect.Therefore,this in-situ test was carried out to obtain reasonable parameters during grouting process. |
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| Keywords: | saturated soft clay in-situ experiment sleeve pipe grouting small disturbance control(SDC) |
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