|
|
Experimental Research on Permeability Critical Standard for Grouting Quality of Karst Subgrade |
REN Xin-Hong1,GUO Yong-chun1,WANG Qing-hai2,SUN Jin-hui1,PENG Hui1 |
1.Southwest Jiaotong University,Chengdu,Sichuan 610031,China; 2.China Railway Eryuan Engineering Group Co.Ltd,Chengdu,Sichuan 610031,China |
|
|
Abstract Research purposes:The permeability critical standard is important for the assessment of grouting quality of karst subgrade. The two key problems were studied thought doing the model test and making theoretical analyses. One was whether there was a critical fissure that could not bring about the underground erosion collapse or not. The other one was if there was such a critical fissure,what was the characteristic value of the permeability of the critical fissure.
Research conclusions:The study results showed that the width of the critical fissure was the key factor for the collapse of covered karst due to the subgrade erosion,the soil property,the compactness and critical hydraulic gradient of the cover,and the collapse width of the critical fissure of the covered karst subgrade was about 2 ~ 4 mm. For the dissoluble rocks subgrade with development of erosion fissure,while the fissure width was less than or equal to 3 mm,or the permeability of karst subgrade was less than or equal to 47Lu,the covered karst subgrade would not collapse under the natural condition.Therefore,it is recommended that the 47Lu should be regarded as the permeability critical standard for grouting quality of karst subgrade.
|
Received: 11 April 2012
|
|
|
|
|
[1]TB 10035—2006,铁路特殊路基设计规范[S].
TB 10035—2006,Code for Design on Special Subgrade of Railway[S].
[2]DZ/T 0132—94,钻孔压水试验规程[S].
DZ /T 0132—94,Code For Pressure Water of Drill[S].
[3]Sl31—2003,水利水电工程钻孔压水试验规程[S].
Sl31—2003,Code For Pressure Water of Drill of Water Resources And Hydropower Engineering[S].
[4]TB 10049—2004,铁路工程水文地质勘察规程[S].
TB 10049—2004,Code for Hydrogeological Investigation of Railway Engineering[S].
[5]周文正.北京覆盖型岩溶注浆及有关问题探讨[J].铁道工程学报,1989( 2) : 164 -167.
Zhou Wenzheng.Research of Grouting and Some Problem of Covered Karst of Beijing[J].Journal of Railway Engineering Society,1989( 2) : 164-167.
[6]孙金辉.覆盖型岩溶塌陷临界参数模型试验与数值模拟研究[D].成都: 西南交通大学,2011.
Sun Jinhui.Experiment and Numerical Study of Critical Parameter of Covered Karst Collapse[D].Chengdu: Southwest Jiaotong University,2011.
[7]彭辉.覆盖型岩溶塌陷路基注浆效果检测压水试验法评价研究[D].成都: 西南交通大学,2012.
Peng Hui.Study on The Effect of Grouting In Karst Subgrade Detection By Water Pressure Test Method In Coverage Karst Collapse[D].Chengdu: Southwest Jiaotong University,2012.
|
|
|
|