並列摘要
The compacted mudstone fragment, without adding any stabilizer is not suitable for fill material, because it does not possess good mechanical properties and volumetric stability. Mudstone fragment stabilized with lime has many beneficial effects: An increase in strength, an increase in bearing capacity, a reduction of swelling, a reduction of compressibility and a reduction of the moisture-sensitivity. Adding 3%~6% lime to mudstone is the economic and reasonable one to improve engineering properties and suitable for the subgrade materials. From the point of view of soil stabilization it is not necessary to add excess pozzolanic material for mudstone fragment.
被引用紀錄
黃煒翔（2014）。改良轉爐石應用於底層之成效評估〔碩士論文，義守大學〕。華藝線上圖書館。https://doi.org/10.6343/ISU.2014.00296
林銘駿（2010）。泥火山甚低頻電磁測勘之研究－分析及反演〔博士論文，國立臺灣師範大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0021-1610201315211775
陳靖媗（2010）。全球暖化下西南部泥岩地區適宜人居區位選評之研究〔碩士論文，長榮大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0015-2607201005030300
林子揚（2016）。轉爐石瀝青混凝土刨除料應用於道路基底層之研究〔碩士論文，義守大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0074-2501201716242800
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