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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「」 「 」 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: 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 ) 。

Abstract 〈TOP〉
Parallel Abstract 〈TOP〉
Reference ( 73 ) 〈TOP〉
  1. 1. Adams, B. A. and Wulfsohn, D. (1997), “Variation of the Critical-State Boundaries of an Agriculture Soil”, European Journal of Soil Science, Vol. 48, pp. 739-758.
  2. 3. Alonso, E. E., Gens, A., and Josa, A. (1990), “A Constitutive Model for Partly Saturated Soils”, Geotechnique, Vol. 40, No. 3, pp. 405-430.
  3. 6. ASTM D1557-91 (2002) “Standard Test Method for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lb/ft3 (2,700 kN-m/m3))1.” West Conshohocken. Pa.
  4. 8. ASTM D2850-95 (2002) “Standard Methods for Unconsolidated, Undrained Triaxial Compression Test on Cohesive Soils.” West Conshohocken. Pa.
  5. 10. ASTM D4767-95 (2002) “Standard Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils” West Conshohocken. Pa.
Times Cited (5) 〈TOP〉
  1. 謝昇翰(2012)。非飽和山崩堆積岩屑剪力強度之探討。臺北科技大學土木與防災研究所學位論文。2012。1-181。 
  2. 曾煒迪(2012)。非飽和低塑性粉土/黏土剪力強度之探討。臺北科技大學土木與防災研究所學位論文。2012。1-196。 
  3. 吳永銘(2011)。濕吸力平衡路徑與水入滲對非飽和紅土之影響。臺北科技大學土木與防災研究所學位論文。2011。1-254。 
  4. 童自裕(2013)。降雨引致異質性邊坡破壞之模型試驗。臺灣大學土木工程學研究所學位論文。2013。1-183。 
  5. 李俊瑩(2011)。林口台地非飽和紅土伸張強度之探討。臺北科技大學土木與防災研究所學位論文。2011。1-193。
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