知识与财富的链接
分别以偏心倾斜荷载作用下Vesic,Hansen地基稳定极限承载力公式为基础,建立地基稳定的极限状态设计模型.在地基稳定的可靠性分析中,引进基于随机场理论的土层概率模型,运用结构可靠性设计理论,同时结合工程例对地基稳定的可靠度指标进行了分析.
Ultimate limit state design model is built based on Vesic and Hansen limit foundation bearing capacity formula subjeted to the eccentric inclining loads.Introducing the probability modeling of soil profile base on the stochastic field theory,structural theory is used to analyze index of reliability of the foundation stability by means of engineering projects.