Abstract:Research purposes: Proterozoic and Cenozoic soft rocks are widely distributed in our country. With a large number of high-speed railway being built at the soft rock area, it is a main issue on the adaptability of using soft rock as filling materials for subgrade of high speed railway. The adaptability of filling the subgrade of high speed railway with soft rock was systematically studied based on the related application achievement in Wuhan-Guangzhou High Speed Railway,in order to reduce the cost,protect the environment and improve the economic and social benefits.
Research conclusions:(1)Because the complicated material composition and characteristic,systematically experiment should be done in order to evaluate the adaptability of using soft rock as filling materials for subgrade of high speed railway. The experiment research aspect involve strength,water rational,broken resistance,disintegration,mineral composition,particle analysis and particle variations under external force of the soft rock. (2)The type of soft rock can be used as the filling materials for high speed railway subgrade,which can be easily broken,different to soften,not excluding harmful materials like montmorillonite.(3)The non-uniform weathering soft rock cant be used as the filling materials directly. The adaptability of non-uniform weathering soft rock after improved,was dependent on the broken resistance,disintegration,mineral composition and particle analysis of it. The adaptability of the completely weathered soft rock can refer to the soil filling classification standard distinguished by the mineral and particle composition. (4)The group classification standard of the soft rock stone and the evaluation method of filling the subgrade of high speed railway in this paper with soft rock have an important significance of the high-speed railway in soft rock region.
郭建湖. 软岩填筑高速铁路路基的适用性探讨[J]. 铁道工程学报, 2014, 31(6): 13-17.
GUO Jian-hu. Applicability Exploration on the Filling Subgrade of High Speed Railway with Soft Rock. Journal of Railway Engineering Society, 2014, 31(6): 13-17.
[1]Luo, Z.,Ku, C. S.,Bu, L. Probabilistic Model for Long-term Deformation of Subgrade Bed Soil in Upgrading-speed Railway Lines[J].International Journal of Pavement Research and Technology, 2011 (1):34-40.
Guo Shaoying, Zhao Yanan, Peng Zeren, etc. Adaptability Analysis and Improved Design of Using Silty Clay as Filling Materials for Passenger Dedicated Line[ J].Railway Standard Design, 2010(1) ;46-48.
Guo Jianhu. Dynamic Research of Subgrade Soil of Group A, B Crushed Stone Filler in High Speed Railway[J].Soil Engineering and Foundation, 2012 (5) ;116-120.
Hu Anhua, Jiang Guanlu, Wang Zhimeng, etc. Experimental Research on Mechanical Characteristics of Red Rock F filling for Subgrade of High-speed Railway [J].Journal of Railway Engineering Society, 2008(2): 21-25.
[5]汤易.德国高速铁路路基填料的选择及填筑[J].铁道建筑技术,1999(4);5-9.
Tang Yi. Selecting and Construction of Embankment Filling Materials for High-speed Railway in Germany [J].Railway Construction Technology, 1999 ( 4 ) ; 5-9.
[6]铁道部第-勘测设计院铁路工程地质手册[M].北京: 中国铁道出版社,1999.
The First Survey and Design Institute of the Ministry of Railways. Railway Engineering Geology Manual[M]. Beijing; China Railway Publishing House, 1999.