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SIMULATING A CURVE AVERAGE IN A STATIONARY NORMAL RANDOM FIELD USING FOURIER SERIES METHOD

並列摘要


Spatial averaging along a curve in two dimensions (2D) is of practical interest to geotechnical engineers, because it is the averaged soil shear strength along the critical slip curve that governs the ultimate failure of a 2D spatially variable soil mass. However, techniques that are able to simulate such a "curve average" are not available in the literature, because the random process along a curve is in general non-stationary, even if the 2D random field is stationary. This paper proposes a method of simulating such a curve average in a 2D stationary normal random field for a curve approximated by connecting line segments. This method is also able to calculate the variance reduction factor due to the approximate curve averaging. The proposed method is validated by several 1D problems with analytical solutions. It is shown that the proposed method produces results identical to the 1D analytical solutions. Two geotechnical analysis examples are used to demonstrate the applications of the proposed method.

被引用紀錄


黃銘麒(2018)。非均質土體上淺基礎傾斜量與差異沉陷量之估計方法〔碩士論文,國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU201800368
潘怡光(2016)。以三維基本土體模型探討具空間變異性土體的有效楊氏模數〔碩士論文,國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU201601247
童瑄文(2015)。在簡單應力狀態下探討具有空間變異性土壤的整體彈性模數〔碩士論文,國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU.2015.00969
林群詔(2013)。探討空間變異性下Φ=0°土壤的整體剪力強度分佈形式〔碩士論文,國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU.2013.02945
高炳勳(2012)。在簡單應力狀態下探討具空間變異性土壤的整體剪力強度〔碩士論文,國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU.2012.02263

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