完整後設資料紀錄
DC 欄位語言
dc.contributor.authorWang, CDen_US
dc.contributor.authorLiao, JJen_US
dc.date.accessioned2014-12-08T15:48:44Z-
dc.date.available2014-12-08T15:48:44Z-
dc.date.issued1998-09-01en_US
dc.identifier.issn0148-9062en_US
dc.identifier.urihttp://hdl.handle.net/11536/32408-
dc.description.abstractA graphical procedure to calculate stresses in a transversely isotropic halfspace subjected to a three-dimensional surface load has been developed. The surface load can be distributed on an irregularly-shaped area. The planes of transverse isotropy are assumed to be parallel to the horizontal surface of the half-space. The closed-form solutions for stresses at a point under the vertex of a loading sector, with a unit load intensity are presented first. Based on these solutions, five influence charts are constructed for calculating the six components of a stress tensor at any given point in the half-space. The charts are composed of unit blocks. Each unit block is bounded by two adjacent, radii and arcs, and contributes the same level of influence to the stress within the half-space. An example is presented to demonstrate the use of the new graphical method for the case analyzed, results from the new graphical method agree with those of analytical solutions within 3%. The new influence charts can be a practical alternative to the existing analytical or numerical solutions, and provides results with reasonable accuracy. (C) 1998 Elsevier Science Ltd.en_US
dc.language.isoen_USen_US
dc.titleStress influence charts for transversely isotropic rocksen_US
dc.typeArticleen_US
dc.identifier.journalINTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCESen_US
dc.citation.volume35en_US
dc.citation.issue6en_US
dc.citation.spage771en_US
dc.citation.epage785en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000074569800007-
dc.citation.woscount11-
顯示於類別:期刊論文


文件中的檔案:

  1. 000074569800007.pdf

若為 zip 檔案,請下載檔案解壓縮後,用瀏覽器開啟資料夾中的 index.html 瀏覽全文。