Influence of fracture filling on mechanical behavior of loess

Geotechnical Practice Publication

Volumn , Issue 8 GPP, 2013, Pages 117-126

  Jiang, Mingjing ^a   Hu, Haijun ^a   Peng, Jianbing ^b   Wang, Xinxin ^a  

^a TONGJI UNIVERSITY   (China)

^b CHANG'AN UNIVERSITY   (China)

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSION TESTING; CRACKS; FILLING; GEOTECHNICAL ENGINEERING; PAVEMENTS; SAFETY ENGINEERING; STRAIN HARDENING;

CONSOLIDATION PRESSURE; CONVENTIONAL TRIAXIAL COMPRESSION; CRACK DEVELOPMENT; HARDENING BEHAVIOURS; MECHANICAL BEHAVIOR; STRAIN-SOFTENING; TRI-AXIAL COMPRESSION TESTS; TRIAXIAL EXTENSION TESTS;

SEDIMENTS;

EID: 84887422362     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/9780784412817.014     Document Type: Conference Paper

References (20)

1. Cai, M. (2008). "Influence of stress path on tunnel excavation response Numerical tool selection and modeling strategy. " Tunnelling and Underground Space Technology, Vol. 23(6): 618-628.
2. Fredlund, D. G. and Rahardjo, H. (1993). Soil Mechanics for Unsaturated Soils. New York John Wiley and sons.
3. Gibbs, H. J. and Holland, W. Y. (1960). "Petrographic and engineering properties of loess. " United States Department of the Interior Bureau of Reclamation, Engineering Monograph, 28:1-37.
4. Hu, Z. P., Zhao, Z. R., Zhu, Q. D. and Ma, Y. P. (2009). "Experimental study on physical mechanic property of loess near ground fissure in Xi'an. " Journal of Earth Sciences and Environment, Vol. 31(1): 85-88. (in Chinese).
5. Huang, Q. B., Peng, J. B., Fan, H. W., Yang, P. M. and Men, Y. M. (2009). "Metro tunnel hazards induced by active ground fissures in Xi'an and relevant control measures. " Chinese Journal of Geotechnical Engineering, Vol. 31(5):781-788. (in Chinese).
6. Jiang, M. J, Hu, H. J., Peng, J. B., and Leroueil, S. (2011a). "Experimental study of two saturated natural soils and their saturated remoulded soils under three consolidated undrained stress paths. " Frontiers of Architecture and Civil Engineering in China, Vol. 5(2): 225-238.
7. Jiang, M. J., Hu, H. J., Peng, J. B. and Wang, X. X. (2011b). "Properties of Loess and Fillings about Ground Fissures in Jingyang, China" In 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Hong Kong, China:115.
8. Lamber, T. W. (1967). "Stress path method. " Journal of the soil mechanics and foundations division, Vol. 93(6):309-331.
9. Lamber, T. W. and Marr, W. A. (1979). "Stress path method: Second edition. " Journal of geotechnical engineering division, Vol. 105(6):727-738.
10. Malandraki, V., and Toll, D. (2000). "Drained probing triaxial tests on a weakly bonded artificial soil. " Geotechnique, Vol. 50(2): 141-151.
11. Li, Y. L., Jing, C. Y. and Xiao, M. H. (2000). "Origin of ground fissures in the Shanxi Graben system, Northern China. " Eng. Geol., Vol. 55(4): 267-275.
12. Lu, Q. Z., Ge, X. R., Peng, J. B. and Feng, L. B. (2009). "Failure characteristics of fissured loess under triaxial compression condition. " Rock and soil mechanics, Vol. 30(12): 3689-3694. (in Chinese).
13. Menzies, B. K. (1988). "A computer controlled hydraulic triaxial testing system. " In advanced triaxial testing of soil and rock, ASTM STP 977. Edited by Donaghe, R. T., Chaney, R. C., and Silver, M. L. American Society for Testing and Materials, Philadelphia. pp. 82-94.
14. Peng, J. B., Zhang, J. and Su, S. R. (1992). Active faults and geo-hazards in Weihe Basin. Xi'an: Northwest University Press. (in Chinese).
15. Peng, J. B., Fan, W., Li, X. A., Wang, Q. L., Feng, X. J., Zhang, J., Li, X. S., Lu, Q. Z., Huang, Q. B., Ma, R. Y. and Lu, Y. D. (2007). "Several key problems in the mechanism of ground fissures in Fenwei Basin. " Journal of Engineering Geology, Vol. 15(4): 433-440. (in Chinese).
16. Wang, J. M. and Chen, S. Q. (1989). "An approach to the ground rift and its cause for Jingyang. " Journal of Soil and Water Conservation, Vol. 3(1): 31-36. (in Chinese)
17. Weng, M. C., Jeng, F. S., Hsieh, Y. M., and Huang, T. H. (2008). "A simple model for stress-induced anisotropic softening of weak sandstones. " International Journal of Rock Mechanics & Mining Sciences, Vol. 45(2): 155-166.
18. Yang, L. G., Luo, Y. S., Li Y. and Wang Z. J. (2010). "Research on effect of initial stress conditions on dynamic strength of compacted loess. " Rock and Soil Mechanics, Vol. 31(1): 87-91. (in Chinese).
19. Zhang, M. H., Xie, Y. L., Liu, B. J. (2006). "Analysis of shear strength characteristics of loess during moistening process. " Rock and Soil Mechanics, Vol. 27(7): 1195-1200. (in Chinese).
20. Zhao, C. Y., Zhang, Q., Ding, X. L., Lu, Z., Yang, C. S. and Qi, X. M. (2009). "Monitoring of land subsidence and ground fissures in Xi'an, China 2005-2006: mapped by SAR interferometry. " Environ. Geol., Vol. 58(7):1533-1540.