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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) )
AND、OR、NOT

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

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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 ) 。

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ACI:

Data Source: Academic Citation Index (ACI)
As Taiwan's largest Citation Index, we currently have on record all Humanities, and Sociology journals that were published in Taiwan. The number of periodicals that are published on a regular basis total around 400 different types. If periodicals that were added to the collection but then halted are counted as well, the number of periodicals total over 500 types. Every year we announce the recorded periodicals' impact factor, etc. to the public, and allow scholars utilize our materials to carry out academic research for free.

Impact Factor: The statistic indicating the average number of times a journal's articles published in the past two years have been cited in the counting year.
Formula: (Number of cites in counting year to articles published in the span of two years ) ÷ (Number of articles published in the span of two years)
Example: The impact factor in 2010 (determined in 2011)
In 2009, Journal A published 15 articles, and these 15 articles were cited 20 times in 2010.
In 2008, Journal A published 16 articles, and these 16 articles were cited 30 times in 2010.
→ →2010's Impact Factor = (20+30) ÷ (15+16) = 1.61 =(20+30)÷(15+16)≒1.61

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What is "Preprint"?

In order to provide readers the forefront academic information, after articles are accepted to publish in the journal, we publish them in network before they're printed. Those "on-line first articles" are called the "preprint articles". The preprint articles do not have volume No., page No., publication date, but can be identified by the DOI number. 「 http://dx.doi.org/ 」 Link to the latest version of the article.

How to cite Preprint Articles?

Please use the online publication date and the DOI number of the preprint article to cite the literature.

Cited example (may vary with different formats you cited):

Author name. Article name. Journal name. YYYY/MM/DD online publish in advance.

doi:DOI Number

Abstract

Abstract

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Chinese/English Abstract :

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Times Cited :

1001-5485, Bimonthly Periodical,Regular Release

Index Collection: : PKU-北大 , CSTPCD , CSCD-E , Scopus

Title Changes List
  • 長江科學院院報

    2004 / 02 - 2014 / 03(Regular Release)

All Volumes
Publisher

長江科學院院報編輯部

China

長江科學院院報編輯部 Publishing 』

31卷3期
Total3Pages
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1

极限平衡理论在加筋土结构设计中应用的评述

包承纲长江科学院水利部岩土力学与工程重点实验室包承纲丁金华汪明元长江科学院水利部岩土力学与工程重点实验室,武汉,430010长江科学院水利部岩土力学与工程重点实验室,武汉430010浙江大学岩土工程研究所,杭州310058中国水电顾问集团华东勘测设计研究院,杭州,310024

岩土工程加筋土结构极限平衡理论复合滑动面"有限元法+极限平衡法"的综合设计方法综合评述geotechnical engineeringreinforced soil structurelimited balance theorycompound slip surfaceFEM + LEM design methodSTATE OF THE ART

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2

加筋挡土墙合理设计方法的探讨

杨广庆石家庄铁道大学土木工程学院石家庄铁道大学土木工程学院,石家庄,050043

加筋挡土墙设计方法筋材填料强度综合评述reinforced retaining walldesign methodreinforcementfillerstrengthSTATE OF THE ART

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3

桩承式加筋路堤研究综述

徐超同济大学岩土及地下工程教育部重点实验室,上海200092徐超汪益敏同济大学岩土及地下工程教育部重点实验室,上海,200092华南理工大学土木与交通学院,广州,510640

软土地基桩承式加筋路堤土拱效应桩体荷载分担比综合评述soft soil foundationgeosynthetic reinforced and pile-supported (GRPS) embankmentssoil arching effectpile efficacySTATE OF THE ART

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4

高强土工格室加筋砂土地基模型试验研究

韩晓上海大学土木工程系韩晓张孟喜李嘉洋姜圣卫上海大学土木工程系,上海,200072兰州交通大学土木工程学院,兰州,730070江苏省仪征市佳和土工材料有限公司,江苏仪征,211401

高强土工格室加筋地基承载力拉应变应力扩散综合评述high-strength geocellreinforced foundationbearing capacitytensile strainstress spreadSTATE OF THE ART

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5

有限元法在加筋土结构设计中应用的必要性和可行性

介玉新清华大学水沙科学与水利水电工程国家重点实验室介玉新李广信清华大学水沙科学与水利水电工程国家重点实验室,北京,100084

有限元加筋土高边坡应力应变强度折减法综合评述finite element method (FEM)reinforced soilhigh soil slopestress-strainstrength reduction methodSTATE OF THE ART

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6

刚性面加筋土挡墙工作性状与设计方法探讨

王协群武汉大学岩土与结构工程安全湖北省重点实验室王协群邹维列冷建军刘家国邓卫东武汉大学岩土与结构工程安全湖北省重点实验室,武汉430072武汉理工大学土木工程与建筑学院,武汉430070武汉大学岩土与结构工程安全湖北省重点实验室,武汉,430072Tenax Corporation,Baltimore MD 21205,USA深圳地质勘察局,深圳,518015招商局重庆交通科研设计院有限公司,重庆,400067

加筋土刚性墙面筋材拉力土压力双楔法综合评述reinforced soilrigid wall facingreinforcement tensionsoil pressuretwo-part wedge methodSTATE OF THE ART

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7

软土地基土工合成材料加筋堤的理论研究与设计方法

汪益敏华南理工大学土木与交通学院汪益敏徐超华南理工大学土木与交通学院,广州510640华南理工大学亚热带建筑科学国家重点实验室,广州510640同济大学岩土及地下工程教育部重点实验室,上海,200092

软土地基加筋垫层路堤设计方法综合评述soft soil foundationbasal reinforcementembankmentdesign methodSTATE OF THE ART

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8

加筋土挡墙破坏形式的离心模型试验研究

朱海龙中国水利水电科学研究院研究生部朱海龙刘一通邢义川赵战祥中国水利水电科学研究院研究生部,北京,100044空军工程设计研究局第一设计室,北京,100071北京华水江河环境工程技术有限公司工程技术部,北京,100053

土工格栅加筋土挡墙破裂面离心试验试验研究geogridsreinforced retaining wallfailure facecentrifuge testEXPERIMENTAL RESEARCH

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9

加筋高陡边坡离心模型试验与数值模拟

李波长江科学院水利部岩土力学与工程重点实验室李波徐丽珊龚壁卫俞武华长江科学院水利部岩土力学与工程重点实验室,武汉,430010中交第二航务工程勘察设计院有限公司,武汉,430071

加筋边坡离心模型试验有限元边坡稳定性试验研究reinforced slopecentrifugal model testfinite elementslope stabilityEXPERIMENTAL RESEARCH

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10

筋材-砂-黏土层状体系接触面剪切特性试验研究

刘枫同济大学岩土及地下工程教育部重点实验室刘枫徐超宋世彤同济大学岩土及地下工程教育部重点实验室,上海200092同济大学地下建筑与工程系,上海200092

筋材-砂-黏土层状体系界面剪切试验砂层厚度粒度成分试验研究reinforcement-sand-clay layer systeminterface shear testthickness of sand layergrain size compositionEXPERIMENTAL RESEARCH

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Total 3 Pages
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