Abstract
Based on dynamic triaxial test results of saturated soft clay, similarities of variations between accumulated pore water pressure and accumulated deformation were analyzed. The Parr’s equation on accumulated deformation was modified to create an attenuation-type curve model on accumulated pore water pressure in saturated normal consolidation clay. In this model, dynamic strength was introduced and a new parameter called equivalent dynamic stress level was added. Besides, based on comparative analysis on variations between failure-type and attenuation-type curves, a failure-type curve model was created on accumulated pore water pressure in saturated normal consolidation clay. Two models can take cycle number, coupling of static and dynamic deviator stress, and consolidation way into consideration. The models are verified by test results. The correlation coefficients are more than 0.98 for optimization of test results based on the two models, and there is good agreement between the optimized and test curves, which shows that the two models are suitable to predict variations of accumulated pore water pressure under different loading cases and consolidation ways. In order to improve prediction accuracy, it is suggested that loading cases and consolidation ways should be consistent with in-situ conditions when dynamic triaxial tests are used to determine the constants in the models.
Similar content being viewed by others
References
WANG Chang-jing, CHEN Yun-min. Study on effect of traffic loading induced static deviator stress on undrained cyclic properties of saturated soft clay [J]. Chinese Journal of Geotechnical Engineering, 2007, 29(11): 1743–1748. (in Chinese)
MADSHUS C, KAYNIA A M. High-speed railway lines on soft ground: Dynamic behavior at critical train speed [J]. Journal of Sound and Vibration, 2000, 231(3): 689–701.
HUANG Mao-song, LI Jin-jun, LI Xing-zhao. Cumulative deformation behavior of soft clay in cyclic undrained tests [J]. Chinese Journal of Geotechnical Engineering, 2006, 28(4): 891–895. (in Chinese)
AL SHAER A, DUHAMEL D, SAB K, FORET L, SCHMITT L. Experimental settlement and dynamic behavior of a portion of ballasted railway track under high speed trains [J]. Journal of Sound and Vibration, 2008, 316(1/2/3/4/5): 211–233.
YASUHARA K, ANDERSEN K H. Recompression of normally consolidated clay after cyclic loading [J]. Soils and Foundations, 1991, 31(1): 83–94.
ABDELKRIM M, BONNET G, BUHAN P D. A computational procedure for predicting the long term residual settlement of a platform induced by repeated traffic loading [J]. Computers and Geotechnics, 2003, 30(6): 463–476.
KARG C, HAEGEMAN W. Elasto-plastic long-term behavior of granular soils experimental investigation [J]. Soils Dynamics and Earthquake Engineering, 2009, 29(1): 155–172.
PASHANG PISHEH Y, MIR MOHAMMAD HOSSEINI S M. Numerical simulation of cyclic behavior of double sand lenses and corresponding liquefaction-induced soil settlement [J]. Journal of Central South University of Technology, 2010, 17(3): 593–602.
JIN B, YUE Z Q, THAM L G. Stresses and excess pore pressure induced in saturated poroelastic half space by moving line load [J]. Soils Dynamics and Earthquake Engineering, 2004, 24: 25–33.
TANG Yi-yun, CUI Zhen-dong, ZHANG Xi, ZHAO Shu-kai. Dynamic response and pore pressure model of the saturated soft clay around the tunnel under vibration loading of Shanghai subway [J]. Engineering Geology, 2008, 98(3/4): 126–132.
DING De-yun, LIU Wei-ning, GUPTA S, LOMBAERT G, DEGRANDE G. Prediction of vibrations from underground trains on Beijing metro line 15 [J]. Journal of Central South University of Technology, 2010, 17(5): 1109–1118.
YASUHARA K, YAMANOUCHI T, HIRAO K. Cyclic strength and deformation of normally consolidation clay [J]. Soils and Foundation, 1982, 22(3): 77–91.
MOSES G G, RAO S N, RAO P N. Undrained strength behavior of a cemented marine clay under monotonic and cyclic loading [J]. Ocean Engineering, 2003, 30(14): 1765–1789.
RAMSAMOOJ D V, ALWASH A J. Model prediction of cyclic response [J]. Journal of Geotechnical Engineering, 1990, 23(7): 1053–1072.
AZZOUZ A S, MALEK A M, BALIGH M M. Cyclic behavior of clays in undrained simple shear [J]. Journal of Geotechnical Engineering, 1989, 115 (5): 637–657.
WU Ming-zhan, ZHOU Hong-bo, CHEN Zhu-chang. Test analysis of degradation behavior of saturated soft clay after cyclic loading [J]. Journal of Tongji University, 1998, 26(3): 274–278. (in Chinese)
ZHANG Ke-ling, TAO Zhen-yu. The prediction of pore pressure of saturated clay under cyclic loading [J]. Rock and Soil Mechanics, 1994, 15(3): 9–17. (in Chinese)
ZHOU Jian. The pore pressure model of saturated soft clay under cyclic loads [J]. Geotechnical Investigation and Surveying, 2000, (4): 40–43. (in Chinese)
YI Si-rong. Railway engineering [M]. Beijing: China Railway Publishing House, 2009: 232–234. (in Chinese)
LIU Ming, HUANG Mao-song, LI Jin-jun. Long-term settlement of saturated soft clay under subway loading [J]. Chinese Journal of Underground Space and Engineering, 2006, 2(5): 813–817. (in Chinese)
PARR G B. Some aspects of the behavior of London clay under repeated loading [D]. Nottingham, England: University of Nottingham, 1972.
LIU Cheng-yu. Soil mechanics [M]. Beijing: China Railway Publishing House, 2005: 148–150. (in Chinese)
Author information
Authors and Affiliations
Corresponding author
Additional information
Foundation item: Project(2009AA11Z101) supported by National High Technology Research and Development Program of China; Project supported by Postdoctoral Science Foundation of Central South University, China; Project(2012QNZT045) supported by Fundamental Research Funds for Central Universities of China; Project(2011CB710601) supported by the National Basic Research Program of China
Rights and permissions
About this article
Cite this article
Zhao, Cy. Attenuation-type and failure-type curve models on accumulated pore water pressure in saturated normal consolidated clay. J. Cent. South Univ. 19, 2047–2053 (2012). https://doi.org/10.1007/s11771-012-1243-7
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11771-012-1243-7