›› 2016, Vol. 37 ›› Issue (S2): 316-323.doi: 10.16285/j.rsm.2016.S2.039

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Characteristics of dry density of calcareous sand and its testing methods

WANG Xin-zhi1, WANG Xing1, 2, WENG Yi-ling3, LÜ Shi-zhan1, YAN Ke1, ZHU Chang-qi1   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2.University of Chinese Academy of Sciences, Beijing 100049, China; 3. College of Civil Engineering, Guangxi University, Nanning, Guangxi 530004, China
  • Received:2016-05-12 Online:2016-11-11 Published:2018-06-09
  • Supported by:
    This work was supported by the National Key Basic Research Program of China (2013CB956104), the National Key Technology R & D Program (2014BAC01B01), and the National Natural Science Foundation of China (41572297).

Abstract: The maximum and minimum dry densities are important parameters to evaluate the relative density of sand. This paper reveals the effect of particle breakage to the maximum dry density of calcareous sand, and analyzes the correlation between the characteristics of the maximum and minimum dry density and particle size, water content. Judging from the test results, test methods of the maximum and minimum dry densities are summarized and suggestions are drawn. The results show that dry density of calcareous sand firstly decreases and then increases. Particle breakage occurred in the maximum dry density test, which increases the test result of dry density. The amount of particle breakage increases firstly and then decreases with grain size. The minimum dry density decreases with the increasing of particle size; and the minimum dry density is affected by gradation and water content. The maximum dry density of calcareous sand should be tested by electric relative density meter is recommended; and the minimum dry density should be tested by measuring cylinder method.

Key words: calcareous sand, dry density, particle breakage

CLC Number: 

  • TU 443
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