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Search Symbol (Half-width) Description of Search Symbols
Space "AND" indicates the intertwining of key terms used in a search
Double Quotation Marks ("") ( " " ) Double quotation marks indicate the beginning and end of a phrase, and the search will only include terms that appear in the same order of those within the quotations. Example: "image process" : " image process "
? Indicates a variable letter. Entering two ? will indicate two variable letters, and so on. Example: "Appl?", search results will yield apple, apply… e , appl y … ( (often used to English word searches) )
* Indicates an unlimited number of variable letters to follow, from 1~n. Example: Enter "appl*", search results will yield apple, apples, apply, applied, application…(often used in English word searches) e , appl es , appl y , appl ied , appl ication … ( (often used to English word searches) )

Boolean logic combinations of key words is a skill used to expand or refine search parameters.
(1) AND (1) AND: Refines search parameters
(2) OR (2) OR: Expands search parameters (3) NOT: Excludes irrelevant parameters


DOI stands for Digital Object Identifier ( D igital O bject I dentifier ) ,
and is the unique identifier for objects on the internet. It can be used to create persistent link and to cite articles.

Using DOI as a persistent link

To create a persistent link, add「http://dx.doi.org/」 「 http://dx.doi.org/ 」 before a DOI.
For instance, if the DOI of an article is 10.5297/ser.1201.002 , you can link persistently to the article by entering the following link in your browser: http://dx.doi.org/ 10.5297/ser.1201.002
The DOI link will always direct you to the most updated article page no matter how the publisher changes the document's position, avoiding errors when engaging in important research.

Cite a document with DOI

When citing references, you should also cite the DOI if the article has one. If your citation guideline does not include DOIs, you may cite the DOI link.

DOIs allow accurate citations, improve academic contents connections, and allow users to gain better experience across different platforms. Currently, there are more than 70 million DOIs registered for academic contents. If you want to understand more about DOI, please visit airiti DOI Registrationdoi.airiti.com ) 。

Abstract 〈TOP〉
    Reference ( 40 ) 〈TOP〉
    1. 20. 黃俊鴻、楊志文,”基樁載重試驗承載力判釋方法之探討與建議”,地工技術雜誌,第八十期,第5~16頁,(2000)。
    2. 21.陳正興、邱俊翔、黃俊鴻,”嘉義太保場鑄基樁之側向荷重試驗與分析」”,中華土木水利工程學刊,第14卷,第2期,第125-139頁,(1998)。
    3. 27.Chin, F. K., ”Estimation of the Ultimate Load of Pile not Carried to Failure ”, Proc. 2nd, Southeast Asia Conf. on Soil Engineering, pp. 81~90, (1970).
    4. 28. De Beer, E., "Different Behavior of Bored and Driven Piles." Proc., 6th Danubian Conf. On Soil Mech. And Found. Engrg., pp. 307-318 , (1968).
    5. 33.Meyerhof, G. G., ” The Bearing Capacity and Settlement of Pile Foundations”, Journal of Geotechnical Engineering Division, ASCE, No. GT3, Vol. 102, pp. 197~227, (1976).
    Times Cited (1) 〈TOP〉
    1. 蕭素珍(2011)。基樁沉陷行為之探討。中興大學土木工程學系所學位論文。2011。1-90。 
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