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1、 第3 期 郭玉文,等:黃土高原灌溉農(nóng)田土壤團粒與碳酸鈣關(guān)系研究 319 Abstract: 1000-2618 ( 2008 03 -0319 -EA Relationship of CaC03 and soil aggregates in irrigated soil of the Loess Plateau , China GUO Yu_wen1 ,4 , WANG Shu-hong2 , ZHANG Yu-long3 , and 島lakoto KAT0 4 1 Chinese Research Academy of Environmental Sciences , Beijing 1
2、00012 P. R. China 2 Key Laboratory of Marginal Sea Geology South China Sea Institute of Oceanology Chinese Academy of Sciences Guangzhou 510301 3 Land and Environment College Shenyang Agricultural University Shenyang 110161 P. R. China 4 Tokyo University of Agriculture and Technology , Tokyo 183 -00
3、51 Japan P. R. China Abstract: The relationship between soil aggregates and CaC0 3 in irrigated soil of the western Loess Plateau of China was studied by using soil aggregates analysis , Scanning Electron Micrograph (SEM/EDX and other methods. A negative relationship is found between aggregate quant
4、ity and CaC0 3 solubility. About 97 lJ毛 of aggregates are de- stroyed when CaC0 3 is dissolved. With a decrease of CaC0 3 distributed on aggregate surfaces , the amount of clay and silt that attach to the aggregate surface is decreased. CaC0 3 is distributed both on the aggregate surface and in the
5、interior. There are three cementation types of CaC0 3 on the mineral particles: CaC0 3 distributed among the mineral particles , CaC0 3 attached on the particle surfaces , and the clay minerals attached on the particle surfaces. Results indicate that CaC0 3 is the main cementing agent in loess aggre
6、gates. Key words: loess; aggregate; CaC0 3 ; SEM/EDX References 1 J LIU Dong-sheng. Loess and Environment M J. Beijing: Science Press , 1985: 301-302 (in Chinese . 2 J WANG Yong-yan , LIN Zai-guano Structural Characteristics and Physicall Dynamics Properties of Chinese Loess M J . Beijing: Science P
7、ress , 1990: 127-129 (in Chinese . 3 J GAO Guo-rui. Microstructual classification and collapsibility of loess J J. Chinese Science , 1980 , 12: 1203-1208 (in Chinese . 4 J GAO Guo-rui. The fo口nation study of collapsibility of loess in China J J. Journal of Nanjing Architectural and Civil Engineering
8、 Institute , 1994 , 2: 1-8 (in Chinese . 5 J ZHANG Zong-ku , ZHANG ZHi-yi , ZHANG Ping. Assessment of microstructual change characteristics and collapsibility during the process of collapsibility and distortion of loess C J / /International Exchange Geology Academic Symposium (6. Beijing: Geology Pr
9、ess , 1985: 67-78 【中文責(zé)編:坪梓;英文責(zé)編:艾琳】 (in Chinese . 6J GUO Yu-wen , KATO Makoto , SONG Fei , et al. Composition of loess aggregate and its relationship with CaC0 3 on the loess plateau J J. Acta Pedologica Sinica , 2004 , 41 (3 : 362-368 (in Chinese . 7 J Editorial Committee of the Analytical Method of Soil Environment. M J. nese . 8 J Kemper W D , Rosenau R C. Aggregate Stability and Size Distribution MJ. Wisconsin: SSSA , 1986: 425-441. 9 J Soil Science Society of America. Methods of Soil
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