查詢結果分析
來源資料
頁籤選單縮合
題 名 | Rankine法對錨式版樁在砂土層之設計與應用之研究=The Study for the Design and Application of Anchor Sheet Pile Built in the Sandy Soils Using Rankine's Method |
---|---|
作 者 | 楊全成; | 書刊名 | 暨大學報 |
卷 期 | 7:1 2003.06[民92.06] |
頁 次 | 頁197-216 |
分類號 | 441.13 |
關鍵詞 | 錨式版樁; 錨桿; 營建自動化; 數位化; Anchored sheet pile; Anchored rod; Construction automation; Digitalization; |
語 文 | 中文(Chinese) |
中文摘要 | 在邁入二十一世紀的同時,電腦自動化及網際網路的世界也隨即到來,土木資源之數位化設計與應用為營建自動化重要之一環。本研究以Rankine土壓力理論為基礎,針對砂土層錨式版樁牆在均質砂土層、含地下水位、無地表荷重及水平力之情況下,以Visual BASIC(VB)軟體設計錨式版樁牆之貫入深度、錨桿拉力與所產生之最大彎矩。以自行設計之VB程式,分別計算各種土層狀況之錨式版樁牆,並整理出相關圖表以供工程上之設計應用。最後本研究將VB程式置於網際網路上,成為數位化之大地工程資源,以促進資訊之快速利用與普及化。 |
英文摘要 | A new world for computer-based automation and networking is coming with the twenty-first century. Digitalizing civil engineering resources for various applications is very important in the field of construction automation. This study presents an application of the Rankine earth pressure theory to an anchored sheet pile in a sandy soil layer. The soil layer is homogeneous and contains no surcharge loading on lateral force. The soft ware to design the anchored sheet pile is coded using Visual BASIC (VB). Functions of the software include the calculation of penetration depth, the determination of the tensile force of anchored rod, and the calculation of the maximum bending moment of the sheet pile for various soil layer conditions. The results of the analysis are summarized in the design tables and charts for engineering applications. Finally, the VB program is put on a Web site as a digitalized geotechnical engineering resource for the fast information transfer and public domain utility. |
本系統中英文摘要資訊取自各篇刊載內容。