Citation: | WANG Chunlei, JIANG Chongxi, XIE Qiang, FENG Tao. Change in Microstructure of Salty Soil during Crystallization[J]. Journal of Southwest Jiaotong University, 2007, 20(1): 66-69. |
徐攸在.盐渍土地基[M].北京:中国建筑工业出版社,1993:20-22.[2] 雷华阳,张文殊,张喜发,等.超氯盐渍土的工程特性指标研究[J].长春科技大学学报,2001,31(1):70-73.LEI Huayang,ZHANG Wenshu,ZHANG Xifa,et al.Study on engineering property index of ultracholrine saline soil[J].Journal of Changchun University of Science and Technology,2001,31(1):70-73.[3] 徐安花,房建宏.盐渍土抗剪强度变化规律的研究[J].公路工程与运输,2005,14(11):54-59.XU Anhua,FANG Jianhong.Study on laws of anti-shearing intensity of salty soil[J].Communications Standardization Issue,2005,14(11):54-59.[4] TOVEY N K.A digital computer technique for orientation analysis of micrographs of soil fabric[J].Journal of Microscopy,1990,120(3):303-315.[5] BAI X,SMART P.Change in microstructure of kailin in consolidation and undrained shear[J].Geotechnique,1997,47(5):1 009-1 017.[6] VINEGAR H J.X-ray CT and NMR imaging of rocks[J].Journal of Petroleum Technology,1986,38(3):257-259.[7] RAYNAUD S.Analysis of the internal structure of rocks and characterization of mechanical deformation by a non-destructive method[J].Tectomophysics,1989,16(3):149-159.[8] SHI B,MURAKAMI Y,WU Z,et al.Monitoring of internal failure evolution in soils using computerization X-ray tomography(CT)[J].Engineering Geology,1999,54(7):321-328.[9] 张冬菊.盐渍土地区工程地基设计与防腐处理[J].青海大学学报,2000,18(6):23-28.ZHANG Dongju.The groundwork designing and embalming in saline soil-region[J].Journal of Qinghai University,2000,18(6):23-28.
|