Practical Reliability Approach in Geotechnical Engineering

机译：岩土工程中的实用可靠性方法

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Practical reliability procedures are illustrated for several common geotechnical engineering problems. Sensitivity information from reliability analysis is discussed and compared with other approaches. Specifically, reliability-based designs with respect to ultimate limit states are illustrated for a shallow foundation and an anchored sheet pile wall; reliability analysis with respect to serviceability limit states is illustrated for a laterally loaded pile incorporating onedimensional random field. Comparisons are made with design based on partial factors and with Monte Carlo simulations.

机译：说明了一些常见的岩土工程问题的实用可靠性程序。讨论了来自可靠性分析的灵敏度信息，并将其与其他方法进行了比较。具体而言，针对浅层基础和锚固板桩墙，说明了基于极限极限状态的基于可靠性的设计。针对包含一维随机场的侧向荷载桩，对使用寿命极限状态进行了可靠性分析。通过基于局部因子的设计和蒙特卡洛模拟进行比较。

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来源
《Geotechnical Engineering in the Information Technology Age》|2006年|P.1-6|共6页
会议地点 Atlanta GA(US)
作者
B. K. Low;
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作者单位

School of Civil Environmental Engineering, Nanyang Technological University, Singapore 639798;

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原文格式 PDF
正文语种 eng
中图分类土力学、地基基础工程;
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机译：工程与设计：岩土工程中概率和可靠性方法的介绍。

Practical Reliability Approach in Geotechnical Engineering

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