Abstract:The plate-like saline soil in extremely arid desert area is different from that of conventional bulk. To find out the effects of the microstructural changes of the plate-like saline soil on its strength, the composition, microstructure and properties of unconfined compressive strength of the plate-like saline soil are studied, and the effects of microstructural changes of the plate-like saline soil on its strength are analyzed. The results show that the plate-like saline soil is mainly composed of chloride, and the content of chloride, and sulfate in the plate-like saline soil is more than 8%, some even exceeds 60%. The main mineral components are limestone, quartz, albite, ramps pyrochlore, illite and kaolinite. The plate-like structure cemented by sand, NaCl and Na2SO4 is in dense situation. Because of the difference of soluble salt content and cement, the differences of properties of unconfined compressive strength caused by microstructural changes are great. The plate-like saline soil has the characteristics of the rock in strength, and its value varies from 3.8 MPa to 20.2 MPa according to its structural characteristics. It can be defined as rock salt based on its salt component and mineral characteristics. The results provide a new basis for a better understanding of the formation of the plate-like saline soil and its engineering properties. This study also lays the foundation for the treatment technology of the plate-like saline soil in engineering.
冯忠居,成 超,王廷武,刘小飞. 荒漠极干旱区板块状盐渍土微结构变化对其强度特性的影响分析[J]. 岩土工程学报, 2011, 33(7): 1142-1145.
FENG Zhong-ju,CHENG Chao,WANG Ting-wu,LIU Xiao-fei. Effect of microstructural changes of plate-like saline soil on its strength in extremely arid desert area. Chinese J. Geot. Eng., 2011, 33(7): 1142-1145.
[1] 新疆公路学会. 盐渍土地区公路设计与施工指南[M]. 北京:人民交通出版, 2006. (The Road Team of Xinjiang. Technial guidelines for highway design and construction in the saline soil regions[J]. Beijing: China Communications Press, 2006. (in Chinese))[2] 铁道部第一勘测设计院. 工程地质试验手册[M]. 北京: 中国铁道出版社, 1995. (China Railway First Survey and Design Institute. Engineering geology testing manual[M]. Beijing: China Railway Publishing House, 1995. (in Chinese))[3] 铁道第一勘测设计院. 铁路工程地质手册[M]. 北京: 中国铁道出版社, 2005. (China Railway First Survey and Design Institute. Railway engineering geology manual[M]. Beijing: China Railway Publishing House, 2005. (in Chinese))[4] 冯忠居. 特殊地区基础工程[M]. 北京: 人民交通出版社, 2008. (FENG Zhong-ju. Foundation engineering in special areas[M]. Beijing: China Communications Press, 2008. (in Chinese))[5] 徐攸在. 盐渍土地基[M]. 北京: 中国建筑工业出版社, 1993. (XU You-zai. Saline soil ground[M]. Beijing: China Architecture and Building Press, 1993. (in Chinese))[6] 柴寿喜, 王 沛, 等. 高分子材料固化滨海盐渍土的强度与微结构研究[J]. 岩土力学, 2007, 28(6): 1067–1072. (CHAI Shou-xi, WANG Pei, et al. Research on strength and microstructure feature of solidified saline soil in inshore with polymer[J]. Rock and Soil Mechanics, 2007, 28(6): 1067–1072. (in Chinese))[7] 王春雷, 姜崇喜, 等. 析晶过程中盐渍土的微观结构变化[J]. 西南交通大学学报, 2007, 42(1): 66–69. (WANG Chun-lei, JIANG Chong-xi, et al. Change in microstructure of salty soil during crystallizatio[J]. Journal of Southwest Jiaotong University, 2007, 42(1): 66–69. (in Chinese))[8] 陈炜韬, 王 鹰, 等. 冻融循环对盐渍土黏聚力影响的试验研究[J].岩土力学, 2007, 28(11): 2343–2347. (CHEN Wei-tao, WANG Ying, et al. Testing study on influence of freezing and thawing circulation on saline soil’s cohesion[J]. Rock and Soil Mechanics, 2007, 28(11): 2343–2347.[9] TOVEY N K. A digital computer technique for orientation analysis of micrographs of soil fabric[J]. Journal of Microscopy, 1990, 120(3): 303–315.[10] VINEGAR H J. X-ray CT and NMR imaging of rocks[J]. Journal of Petroleum Technology, 1986, 38(3): 257–259.