Abstract：Research purposes: When the high － speed railway passes through deep completely decomposed Granite zones，it is necessary to search for a reasonable method for treatment design of deep completely decomposed granite foundation because the compressibility of completely decomposed granite is big and the post － construction settlement of high － speed railway should be controlled strictly． By taking an example，this paper explains the reasonable calculation method for the natural foundation settlement and deeply discusses the matter for caution in design of foundation treatment．
Research conclusions: The compression indexes of completely decomposed granite obtained from laboratory consolidation test are of low reliability，and using these indexes can easily cause the waste in foundation treatment design． The compression indexes obtained from the standard penetration test are relatively accurate and can be used for the design， but the accuracy and applicability of empirical relation between deformation modulus and SPT blow count is worth further studying in combination with the properties of local decomposed granite．
黄建川,隋孝民. 高速铁路中深厚全风化花岗岩地基处理探讨[J]. 铁道工程学报, 2011, 28(12): 31-34.
HUANG Jian － chuan，SUI Xiao － min. Discussion on Treatment of Deep Completely Decomposed Granite Foundation of High － speed Railway. 铁道工程学报, 2011, 28(12): 31-34.
Liu Zufu． Study on Physical － mechanical Properties of All － weathered Granite for Fuzhou － Xiamen High － speed Railway to Be Built ［J］． Journal of Railway Engineering Society，2007( S) : 1 － 4．
Zhao Jianjun， Wang Sijing， Shang Yanjun， etc． Consolidation Characteristics of Completely Decomposed Granite in Hong Kong［J］． Journal of Hohai University ( Natural Sciences) ，2005( 1) : 85 －88．
Wang Jingzhi，Li Anhong，Xiao Hongbing，etc． Study on Compression Properties of Completely Decomposed Granite Foundation ［J］． Railway Engineering，2009 ( 6) : 73 －76．
Xiao Hongbing， Jiang Guanlu， Wang Jingzhi， etc． Experimental Research on Settlement of Railway Embankment on Deep Layer Completely Decomposed Granite Foundation Based on Centrifugal Model Test ［J］． Journal of Highway and Transportation Research and Development，2010( 8) : 40 － 44．
［6］ 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］．
［7］ TB 10106—2010，铁路工程地基处理技术规程［S］．
TB 10106—2010，Technical Code for Ground Treatment of Railway Engineering［S］．
［8］ 铁道部第一勘测设计院． 铁路工程地质手册［M］． 北京: 中国铁道出版社，1999．
China Railway First Survey and Design Institute Group Ltd． Handbook of Engineering Geology［M］． Beijing: China Railway Publishing House，1999．
Bao Xiaodong． Engineering Geological Properties of the Remainder Soil from Weathering Granite in Shonzhen District［J］． Railway Investigation and Surveying，2004 ( 2) : 72 －74．
Wang Hailong． Characteristics Research on Settlement of Natural Ground and CFG Pile Composite Ground of High － speed Passenger Dedicated Line［D］． Chengdu: Southwest Jiaotong University，2010．
2011, Vol. 28 
版权所有 © 2014 《铁道工程学报》编辑部