Paper Title:
Dynamic Stress-Strain Relationship of Saturated Clay by Dynamic Triaxial Test
  Abstract

Subgrade diseases are exposed more and more serious with raising speed of existing railway in wide range. Fro the complexity of dynamic stress-strain relationship of soil, dynamic triaxial test was used to analyze .the dynamic mechanics behavior under cyclic train load for saturated soft clay in Yangtze Delta region. Compaction coefficient, confining pressure, dynamic shear strsss ratio, inputing stimulus and loading frequence were taken into account in test. The results show that the dynamic stress-strain curves of soil specimen are provided with prominent hysteretic characteristics and area surrounded by hysteretic curves gradually augment and slope of hysteretic curve decreases with the increase of dynamic shear train amplitude. The strong correlation exists between dynamical stress and strain.

  Info
Periodical
Advanced Materials Research (Volumes 250-253)
Edited by
Guangfan Li, Yong Huang and Chaohe Chen
Pages
3183-3186
DOI
10.4028/www.scientific.net/AMR.250-253.3183
Citation
J. Y. Yuan, "Dynamic Stress-Strain Relationship of Saturated Clay by Dynamic Triaxial Test", Advanced Materials Research, Vols. 250-253, pp. 3183-3186, 2011
Online since
May 2011
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Price
$32.00
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