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Global Geology 2012, 15(3) 210-215 DOI:
ISSN: 1673-9736 CN: 22-1371/P |
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Comparative analysis on soil engineering classifications of China and America |
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CHEN Huie1��SHI Mingyuan and GUO Zhen2 |
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1�� College of Construction Engineering��Jilin University��Changchun 130026��China; 2�� Department of Geology and Geological Engineering��University of Mississippi��MS 38677��USA |
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Abstract��
Based on China National Standard of Soil Engineering Classification ( GB/T 50145-2007) and the Unified Soil Classification System of American Society for Testing Materials ( ASTM D-2478) ��two kinds of soil laboratory engineering classification methods were discussed and analyzed from the aspects of the definition in particle fraction��classification of soil type and evaluation standard for soil gradation�� There is a same limit of fine grains fraction in the two standards��and there are three main types of soil in GB/T 50145-2007 and two in ASTM D-2487�� Different evaluation standards of gradation are put forward for gravels and sands in ASTM D- 2487�� Same criteria of A line��B line and controlling value of plastic index are in the plasticity chart of both standards�� |
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Keywords��
GB/T 50145-2007
ASTM D-2487
soil engineering classification
particle fraction
gradation
plasticity chart
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Received Revised Online: |
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