Discussion on quantitative parameters of loess structure

Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering

Volumn 30, Issue SUPPL. 1, 2011, Pages 3179-3184

  Tian, Kanliang ^a,b   Ma, Jun ^c   Li, Yonghong ^a,b  

^a NORTHWEST A F UNIVERSITY   (China)

^b INSTITUTE OF SOIL AND WATER CONSERVATION   (China)

^c PetroChina West to East Gas Pipeline Company   (China)

Author keywords

Loess; Soil mechanics; Structural deformation potential parameter; Structural dynamic strength potential parameter; Structural parameters; Structural static strength potential parameter

Indexed keywords

LOESS; STATIC STRENGTH; STRUCTURAL DEFORMATION; STRUCTURAL DYNAMIC STRENGTH POTENTIAL PARAMETER; STRUCTURAL PARAMETER;

DEFORMATION; FRICTION; SOIL MECHANICS; STRUCTURAL DYNAMICS;

TRIBOLOGY;

EID: 80051564976     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (21)

1. WU Kan, ZHENG Yingren. Study on loess structure [C]// Proceedings of the 6th Conference of China Civil Engineering. Shanghai: Tongji University Press, 1991: 93-96. (in Chinese)
2. ZHANG Boping, YUAN Haizhi, WANG Li. The quantitative analysis of effects of soil moisture upon the loess structure strength [J]. Journal of Northwest Sci-Tech University of Agriculture and Forestry: Natural Science, 1994, 22 (1): 52-60. (in Chinese)
3. TIAN Kanliang, ZHANG HuiLi, Luo Yasheng, et al. The structural strength of loess and its quantitative analysis method [C]// Proceedings of the 7th Academic Conference, Chinese Society of Rock Mechanics and Engineering. Beijing: China Science and Technology Press, 2002: 178-180. (in Chinese)
4. SHEN Zhujiang. Soil structural mathematical model-the core issue of soil mechanics in the 21st century [J]. Journal of Geotechnical Engineering, 1996, 18 (1): 95-97. (in Chinese)
5. CASAGRANDE A. The structure of clay and its importance in foundation engineering [J]. Boston Society Civil Engineers Journal, 1932, 19 (4): 168-209.
6. LAMBE T W. The structure of compacted clay [J]. Journal of Soil Mechanics and Foundations Division, ASCE, 1958, 84 (2): 1-35.
7. YONG R N, SHEERAN D E. Fabric unit interaction and soil behavior [C]// Proceedings of the International Symposium on Soil Structure. Gotheubmg, Sweden: [s. n.], 1973: 176-183.
8. GAO Guorui. Classification of collapsibility structure and collapsibility of loess [J]. Science in China: Series C, 1980, (12): 1-9. (in Chinese)
9. GAO Guorui. Chinese loess microstructure [J]. Chinese Science Bulletin, 1980, (20): 945-948. (in Chinese)
10. GAO Guorui. Classification of microstructure and collapsibility of loess [J]. Science in China: Series C, 1980, (12): 1203-1208. (in Chinese)
11. MIAO Tiande, WANG Zhenggui. Collapsibility and deformation mechanism of loess considering microstructure instability [J]. Science in China: Series B, 1990, (1): 86-89. (in Chinese)
12. WANG Lanmin, DENG Jin, HUANG Yuan. Quantitative analysis of microstructure of loess seismic subsidence [J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26 (Supp. 1): 3025-3031. (in Chinese)
13. CHEN Zhenghan, FANG Xiangwei, ZHU Yuanqing, et al. Research on mesostructures and their evolution laws of expansive soil and loess [J]. Rock and Soil Mechanics, 2009, 30 (1): 1-11. (in Chinese)
14. XIE Dingyi, QI Jilin, ZHANG Zhenzhong. Constitutive relationship considering soil structure [J]. Chinese Journal of Civil Engineering, 2000, 33 (4): 35-41. (in Chinese)
15. XIE Dingyi, QI Jilin, ZHU Yuanlin. The parameter of soil structure and its relations to deformation and strength of soil [J]. Journal of Hydraulic Engineering, 1999, (10): 1-6. (in Chinese)
16. XIE Dingyi, QI Jilin. New path of research on soil structure and its quantitative parameter [J]. Chinese Journal of Geotechnical Engineering, 1999, 21 (6): 651-656. (in Chinese)
17. SHAO Shengjun, ZHOU Feifei, LONG Jiyong. Structural properties of loess and its quantitative parameter [J]. Chinese Journal of Geotechnical Engineering, 2004, 26 (4): 531-536. (in Chinese)
18. SHAO Shengjun, LONG Jiyong, YU Qinggao, et al. A constitutive model of collapsible loess with structural parameter [J]. Journal of Hydraulic Engineering, 2006, 37 (11): 1315-1322. (in Chinese)
19. LUO Yasheng, XIE Dingyi, SHAO Shengjun, et al. Structural parameter of soil under complex stress conditions [J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23 (24): 4248-4251. (in Chinese)
20. LUO Yasheng, XIE Dingyi. Structural constitutive relation of soils under complex stress conditions [J]. Journal of Sichuan University: Engineering Science, 2005, 37 (5): 14-18. (in Chinese)
21. TIAN Kanliang. Study on soil structural and structural constitutive relation of loess [Ph. D. Thesis] [D]. Nanjing: Hohai University, 2009. (in Chinese)