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題 名 | 臺中港區沉積土層工程性質=Engineering Characteristics of Soil at Taichung Harbor Area |
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作 者 | 李延恭; | 書刊名 | 港灣技術 |
卷 期 | 14 1999.06[民88.06] |
頁 次 | 頁47-69 |
分類號 | 441.103 |
關鍵詞 | 臺中港區; 沉積土層; |
語 文 | 中文(Chinese) |
中文摘要 | 大地工程之調查及分析,是各項建設工程之基本,若在工程規劃階段對工程地區之地質情況及土壤工程特性有一概略的瞭解,則對後續的設計工作將可收事半功倍之效,本研究廣泛搜集台中港區之地質調查及土壤試驗資料,並作有系統的整理分析,就台中港區的土層變化情況及土壤工程性質提出分析成果,供工程初步規劃時之參考。 根據資料整理結果,台中港區沖積土層厚度在150公尺以上,標準貫入試驗N值大致隨深度而增加,高程-80m以下才有較可靠的承載力,根據長期觀測結果台中港區地下水位變動範圍在高程+2.5m至+4.5m之間受季節性的影響極大。 |
英文摘要 | Geotechnical investigation and soil Characteristics analysis are fundamental for various kinds of constructions; A preliminary understanding about the geological condition of the construction site during the planning stage enables us to obtain a perfectly detail design. This paper presents a brief summary about some essential information, such as the soil stratum variation and the engineering characteristics of soil at Taichung harbor area, The information can be a basic reference for engineers who conduct site investigation of harbor construction. Since collected soil data are limited in Taichung harbor area, a further researches are strongly recommended in the future. Based on this research the total thickness of the soil at Taichung Harbor area is more then 150m; a reliable bearing stratum is estimated to locate under the level of ele.-80m, and the groundwater level in this studied area are varies from elv.+2.5m to +4.5m and are desperately affected by seasons. |
本系統中英文摘要資訊取自各篇刊載內容。