摘要
介绍在堤防渗透和滑坡方面进行的安全评价模型的探讨工作。以自动化监测数据为评价依据，对渗透安全采用了确定性评价模型和概率评价模型，对滑坡采用了突变模型。对评价的具体方法做了举例说明。
Theoretical models are studied to evaluate the safety of seepage and the stability of slope for dykes. Data automatically measured is used to build the evaluating models, including a deterministic model and a reliability model for seepage, and a cusp catastrophic model for slope failure. Examples are given to show the use of the models.
出处
《大坝观测与土工测试》
2001年第5期17-20,共4页
Dam Observation and Geotechnical Tests
基金
国家自然科学基金
长江水利委员会联合资助(50099620)
