期刊：Journal of the Soil Mechanics and Foundations Division [American Society of Civil Engineers] 日期：1962-12-01卷期号：88 (6): 207-231被引量：45
标识
DOI：10.1061/jsfeaq.0000463
摘要
Experimental study of primary and secondary consolidation characteristics of calcareous organic silt; new mathematical model is proposed for consolidation process to explain effect of pressure increment ratio and to analyze time compression curves when secondary compression predominates.
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