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一、前言强夯法是近年来迅速发展起来的一项新型的地基加固方法。强夯法自从197rO年由法国的Menard首次应用于工程实践以来,在世界各地的土建工程中得到了广泛的应用。强夯法虽然在实际应用上已有了很大的发展,但是,在理论与计算方法的研究上进展甚微。国内外至今还没有较为满意的成果发表。本文拟以波传动理论为基础,运用室内动力固结试验获得的参数,提出强夯法的理论计算模式和计算方法。为了把该计算方
I. Introduction The Qiangqiang method is a new type of foundation reinforcement method that has been rapidly developed in recent years. Since its first application in engineering practice by Menard of France in 197rO, the method of dynamic compaction has been widely used in civil engineering projects around the world. Although the strong tactics have made great progress in practical application, little progress has been made in the study of theory and calculation methods. At home and abroad, no satisfactory results have been published yet. In this paper, based on the wave transmission theory, using the parameters obtained in the indoor dynamic consolidation test, the theoretical calculation mode and calculation method of the dynamic compaction method are proposed. In order to put this calculation