›› 2017, Vol. 38 ›› Issue (12): 3627-3634.doi: 10.16285/j.rsm.2017.12.030

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental study of dynamic shear modulus and damping ratio of peaty soil in Kunming

DING Zu-de1, HUANG Juan2, YUAN Tie-ying2, PENG Li-min2, WANG Zhi-liang1   

  1. 1. Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, Kunming, Yunnan 650500, China; 2. School of Civil Engineering, Central South University, Changsha, Hunan 410075, China
  • Received:2015-12-30 Online:2017-12-11 Published:2018-06-05
  • Supported by:

    This work was supported by the National Natural Science of China (51768028, 51308270, 51408284), the Applied Basic Research Foundation of Yunnan Province of China (2013FB015) and the National Program on Key Basic Research Project of China (973 Program) (2011CB013802).

Key words: peaty soil, dynamic shear modulus, damping ratio, cyclic triaxial test

CLC Number: 

  • TU 431

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