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Seismic Responses of Liquefiable Sandy Ground with Silt Layers

並列摘要


This paper presents the numerical simulation results of liquefable sand-silt stratum with silt intralayers under strong earthquakes. The numerical simulation results showed that the existence of silt intralayers in a sandy soil stratum will reduce the ground settlement and the excessive pore water pressure above the silt layer will also become smaller than that in the regular sand stratum. However, the pore water pressure beneath the silt layer will become higher due to the impermeable character of silt layer. Although the existence of more silt layers decreases the ground settlement furthermore, the pore water pressure will have slower dissipation.

被引用紀錄


Chu, C. Y. (2011). 結晶性嵌段共聚物摻合物與奈米複合材料之自組織行為研究 [doctoral dissertation, National Tsing Hua University]. Airiti Library. https://doi.org/10.6843/NTHU.2011.00216
李建霖 (2011). 發色團與嵌段共聚物P4VP-PCL錯合系統之相行為與顏色可調整性研究 [master's thesis, National Tsing Hua University]. Airiti Library. https://doi.org/10.6843/NTHU.2011.00204
楊博仁(2009)。含超分子作用力之吡啶基側鏈共軛高分子在化學感測、液晶及高分子發光二極體元件之應用〔博士論文,國立交通大學〕。華藝線上圖書館。https://doi.org/10.6842/NCTU.2009.01132
陳威宇(2008)。製備三維複合碳材料及其特性研究〔碩士論文,元智大學〕。華藝線上圖書館。https://doi.org/10.6838/YZU.2008.00268
張力昊(2014)。發展以阿比特龍為辨識基團之光親和性探針 及其標示 CYP17A1 的效用評估〔碩士論文,國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU.2014.00261

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