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 Registration ( doi.airiti.com ) 。
Evaluation of Lateral Behavior for Drilled Shaft Foundations
吳許行 , Masters Advisor:陳逸駿
繁體中文
DOI:
10.6840/cycu201500110
p-y curve ; 側向載重試驗 ; 場鑄樁 ; 張氏簡易分析法 ; p-y curve ; Y-L Chang method ; drilled shaft ; lateral loading test


- 2.Honjo, Y, Zaika, Y and Pokharel, G (2005). “Estimation of Subgrade Reaction Coefficient for Horizontally Loaded Piles by Statistical Analyses”, Soils and Foundations, 45(3), 51-70.
連結: - 6.Matlock, H and Reese, LC (1960). “Generalized Solution for Laterally Loaded Piles,” Proc. Journal of Soil Mechanics and Foundations Division, ASCE, Vol. 86, No. SM 5, Part 1.
連結: - 10.Mitchell, JK (1976). “Interpretation of In-situ Soil Tests”, Geotechnique, 34(4), 449-489.
連結: - 12.Reese, LC and Wang, ST (1989). “LPILE PLUS Computer Program Documentation”, Ensoft,Inc., Austin, Texas.
連結: - 14.Reese, LC, Cox, WR, and Koop, FD (1974). “Analysis of Laterally Loaded Piles in Sand,” Proc., 6th Offshore Technology Conference, Houston, TX
連結: