摘要
根据双曲线拟合压缩试验和载荷试验形态,拟合扁铲侧胀试验形态,从小应变的扁铲侧胀试验推 导出在工程上实用的大应变的土的侧向基床系数。
According to modality of hyperbolic fitting compression test and loading test, modality of flat dialatometer test is fitted, so soil lateral subgrade coefficient of large strain, which can be used in practicality, is able to be deduced from lateral expansion test of small strain.
