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  • 學位論文

土壤特性與初始條件對雨水入滲之影響

The Influence of Soil Properties and Initial Conditions on Rainfall Infiltration

指導教授 : 徐松圻
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摘要


近年來由於全球暖化、氣候變遷的因素,極端降雨的事件有漸增之趨勢,極端的降雨常常造成地表上的破壞,例如:崩塌、地滑、土石流等地質災害。本研究目的在於求取土壤水分特性曲線之飽和體積含水量、殘餘體積含水量、進氣潛能因子、孔徑指數、土壤孔隙分佈參數等參數之初始值,帶入TRIGRS程式中,並探討降雨入滲對邊坡之影響。 其研究結果顯示,利用GOSA軟體進行擬合可得TRIGRS分析模式所需土壤特性曲線之參數,並可界定其範圍值。坡度於25°、30°、35°及40°時,FS =1時達破壞之土層最大厚度,得到崩積土之地表至地下水位之關係建立出一可評判破壞之依據。不同初始條件之土壤在相同坡度及雨量下入滲邊坡情形也不同,細顆粒較多及凝聚力較大之土壤較不容易破壞。

關鍵字

降雨入滲 邊坡穩定 TRIGRS

並列摘要


Ground failures, such as road collapsing, landslide, and debris flow, due to extreme weather conditions, i.e. heavy rainfall, have occurred very often due to global warming and climate change during recent years. The objective of the study is to synthesize the characteristics curves of soils, especially colluvium, and the factors, volumetric water content, residual volumetric water content, potential intake factor, pore size index, soil pore size distribution parameters, related to the curve for van Genuchten (VG) model and Gardner model. These factors will be used by TRIGRS program to understand the effect of rainfall infiltration to the slope stability. The fitting software, GOSA, is used to fit the characteristics curves of eight different soils to obtain the input factors for analysis using TRIGRS. For the slope angle at 25, 30, 35 and 40 degrees, the depth to failure and groundwater table can be calculated for factor of safety equal to one for colluvium. Different initial conditions of the soil at the same slope angle and rainfall will induce different infiltration curve. The slope is appeared to be more stable for soils with larger fines content or higher cohesion,

並列關鍵字

slope stability TRIGRS rainfall infiltration

參考文獻


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被引用紀錄


黃柏源(2014)。降雨條件下不飽和土壤邊坡穩定性之參數探討〔碩士論文,國立臺北科技大學〕。華藝線上圖書館。https://doi.org/10.6841/NTUT.2014.00388
趙志偉(2013)。土壤邊坡於人工降雨下孔隙水壓力分佈之模擬〔碩士論文,國立臺北科技大學〕。華藝線上圖書館。https://doi.org/10.6841/NTUT.2013.00759
陳奕誠(2013)。不同敷蓋處理下地表層溫度及水分含量變化之研究〔碩士論文,國立屏東科技大學〕。華藝線上圖書館。https://doi.org/10.6346/NPUST.2013.00047
柳名鴻(2013)。極端氣候下道路邊坡穩定及淘刷模擬分析〔碩士論文,朝陽科技大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0078-2712201314041765
沈朝偉(2014)。力行產業道路五處崩塌地崩積層的試驗與研究〔碩士論文,朝陽科技大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0078-2502201617122932

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