[1] |
陈兴华.脆性材料结构模型试验[M].北京:水利电力水电出版社,1984:1-4.(CHEN Xinhua. The structural model test ofbrittle materials[M]. Beijing:WaterResources andElectricPowerPress,1984:1-4.(inChinese))
|
[2] |
罗先启,葛修润.滑坡模型试验理论及其应用[M].北京:中国水利水电出版社,2008:25-36.(LUO Xianqi,GE Xiurun. Theory and application of model test on landslide[M]. Beijing:China Water Power Press,2008:25-36.(inChinese))
|
[3] |
韩伯鲤,陈霞龄,宋一乐,等.岩体相似材料的研究[J].武汉水利电力大学学报,1997,30(2):6-9.(HANBoli,CHEN Xia1ing,SONG Yile,et al. Research onsimilar material of rockmass[J]. Journal of Wuhan University of Hydraulic and Electric Engineering,1997,30(2):6-9.(in Chinese))
|
[4] |
马芳平,李仲奎,罗光福.NIOS相似材料及其在地质力学相似模型试验中的应用[J].水力发电学报,2004,23(1):48-51.(MA Fangping,LI Zhongkui,LUO Guangfu. NIOSmodel material and its application togeo-mechanical similarity model test[J]. Journal of HydroelectricEngineering,2004,23(1):48-51.(in Chinese))
|
[5] |
王汉鹏,李术才,张强勇,等.新型地质力学模型试验相似材料的研制[J].岩石力学与工程学报,2006,25(9),1842-1847.(WANG Hanpeng,LI Shucai,ZHANG Qiangyong,et al. Development of a newsimilar materialfor geomechanicalmodel test[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(9),1842-1847.(in Chinese))
|
[6] |
JIANG M J,SHEN Z J. Preparation of artificial structured collapsible loess and its behavior in odometer test[C]// Proceedings of the 2nd International Conference on Unsaturated Soils. Beijing:[s. n.],1998:374-378.
|
[7] |
骆亚生,谢定义,邵生俊,等.非饱和黄土的结构变化特性[J].西北农林科技大学学报,2004,32(8):114-118.(LUO Yasheng,XIE Dingyi,SHAO Shengjun,et al. Variation characteristics of soil structure of unsaturated loess[J].JournalofNorthwest Sci-Tech Universityof Agriculture and Forest:NaturalScience,2004,32(8):114-118.(inChinese))
|
[8] |
钱鸿缙,王继堂,罗玉生,等.湿陷性黄土地基[M].北京:中国建筑工业出版社,1985:42-56.(QIAN Hongjing,WANG Jitang,LUO Yusheng,et al.Collapsed loess foundation[M]. Beijing:China Architectureand Building Press,1985:42-56.(inChinese))
|
[9] |
高国瑞.黄土显微结构分类与湿陷性[J].中国科学,1980,(12):1 203-1 208.(GAO Guorui. Classification of microstructure and collapsibilityof loess[J]. 1980,(12):1 203-1 208.(in Chinese))
|
[10] |
谭罗荣,孔令伟. 特殊岩土工程土质学[M].北京:科学出版社,2006:246-248.(TAN Luorong,KONG Lingwei. Soil tectonics of special geotechnical engineering[M]. Beijing:Science Press,2006:246-248.(in Chinese))
|
[11] |
ASSALLAY AM,ROGERS CDF,SMALLEY IJ.Formation and collapse of metastable particle packings and open structures in loess deposits[J]. Engineering Geology,1997,48(1/2):101-115.
|
[12] |
JEFFERSON I,AHMAD M.Formation of artificial collapsible loess[C]// Problematic Soils and Rocks and In Situ Characterization,[S. l.]:[s. n.],2007:1-10.
|
[13] |
ASSALLAY AM,JEFFERSON I,ROGERS CDF,et al.Fragipan formation in loess soils:development of the Bryant hydroconsolidation hypothesis[J]. Geoderma,1998,83(1/2):1-16.
|
[14] |
ROGERSCDF,SMALLEYIJ. The shape of loess particles[J].Naturwissenschaften,1993,80(10):461-462.
|