Abstract:Research purposes: By the statistic analysis of the physical and mechanics indexes of the granitoid residual soil Line R2 in Dongguan,the physical and mechanical properties of the granitoid residual soil are found out,the relation between the physical and mechanical indexes is set up and some measures and recommendations on the engineering in granitoid residual soil area are offered.
Research conclusions: ( 1) The particle composition of the granitoid residual soil in dongguan has features of big ends, small middle part,big natural pore,small liquidity index,strong shear strength,big compressive coefficient,small compressive modulus and small the expansive property. ( 2) There is a lineal relation between the natural pore and the compressive modulus. ( 3) The in - situ test should be used along with the indoor test for the investigation.
Huang huan. Engineering Geological Feature and Application of The Granite Residual Soil in Panyu City [J]. Hydrogeology And Engineering Geology,2000( 3) : 38 - 39.
Bao Xiaodong. Engineering Geological Properties of the Remainder Soil form Weathering Granite in Shenzhen District[J]. Railway Investigation and Surveying,2004 ( 2) : 72 -74.
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( S1) : 1 - 4.
Yang Faqing,Sun Ruijuan. Discussion on Physico - Mechanical Properties and Deformation Characters of Eluvial Soil of Granite[J]. Site Investigation Science and Technology,2002( 6) : 34 - 37.
Chen Shangyong,Treatment of Thick Soil Foundation with Pile Pipe Raft Base for High - speed Railway[J]. High Speed Railway Technology,2010( 3) : 35 - 38.
Zhang Kun,Guo Jubin. Probability Distribution of Measured Standard Penetration Test of Granite Residual Soil and Completely Rotten Soil[J]. Journal of Railway Engineering Society,2008( 2) : 6 - 9.