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随着分析方法的改进以及适合于电子计算机的新解析法的发展,已有可能模拟真实土的应力—应变关系的非线性、弹塑性特点,开辟了解答土力学一系列实际课题的有效途径。本文的主要目的是总结目前应用于土的屈
With the improvement of analytical methods and the development of new analytical methods suitable for electronic computers, it has been possible to simulate the nonlinear and elastoplastic characteristics of the stress-strain relationship of real soil, opening up an effective way to answer a series of practical problems in soil mechanics. The main purpose of this paper is to summarize the current application to soil.