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lmm5373木虫 (职业作家)
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SCI论文收录是看IDS号还是收录号？
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我在web of science 里面搜到我的两篇文章只有IDS号 而没有收录号 不知道怎么回事？ 这两个号有什么区别吗？ 到底评价收录与否是看哪个号呢？ |
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lmm5373
木虫 (职业作家)
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谁帮我查一下我这两篇文章是不是被SCI 收录的？ 帮忙顺便查一下收录号 谢谢啦 1. Equal strain consolidation for stone columns reinforced foundation 作者: Xie KH (Xie, Kang-He)1, Lu MM (Lu, Meng-Meng)1, Liu GB (Liu, Gan-Bin)2 来源出版物: INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS 卷: 33 期: 15 页: 1721-1735 出版年: OCT 25 2009 摘要: Column consolidation and deformation are considered by assuming that the quantity of water flowing through the disturbed soil zone into the column is not equal to that flowing out from the column and the difference between them is equal to the volume change of the column. In addition, three patterns of distribution of the horizontal permeability of soil in the disturbed zone are also considered to account for the disturbance effect of columns construction on the surrounding soil. These three patterns include the constant distribution pattern (Pattern I), the linear distribution pattern (Pattern II) and the parabolic distribution pattern (Pattern III). By incorporating the aforementioned characteristics into the analyses, the governing equations containing two variables (i.e. the average excess pore-water pressures within the column and within the entire foundation at any depth) for the consolidation of a composite foundation are derived. The solutions of the governing equations are then obtained using a new initial condition derived from the assumption of equal strain and the equilibrium condition. On the basis of the solutions for excess pore-water pressures, the average degree of consolidation of a composite foundation is obtained and discussed. Finally, a comparison is made of some available solutions. Copyright (C) 2009 John Wiley & Sons, Ltd. 文献类型: Article 语言: English 作者关键词: consolidation; composite foundation; stone column; coefficient of permeability KeyWords Plus: VERTICAL DRAINS; SMEAR ZONE; SOIL 通讯作者地址: Lu, MM (通讯作者), Zhejiang Univ, Inst Geotech Engn, MOE Key Lab Soft Soils & Geoenvironm Engn, Zheda Rd 38, Hangzhou 310058, Zhejiang Peoples R China 地址: 1. Zhejiang Univ, Inst Geotech Engn, MOE Key Lab Soft Soils & Geoenvironm Engn, Hangzhou 310058, Zhejiang Peoples R China 2. Ningbo Univ, Dept Civil Engn, Ningbo 315211, Zhejiang Peoples R China 基金资助致谢: 基金资助机构 授权号 National Nature Science Foundation of China 50679074 [显示基金资助信息] Contract/grant sponsor: National Nature Science Foundation of China; contract/grant number: 50679074 出版商: JOHN WILEY & SONS LTD, THE ATRIUM, SOUTHERN GATE, CHICHESTER PO19 8SQ, W SUSSEX, ENGLAND 学科类别: Engineering, Geological; Materials Science, Multidisciplinary; Mechanics IDS 号: 510EF ISSN: 0363-9061 DOI: 10.1002/nag.790 2. A general theoretical solution for the consolidation of a composite foundation 作者: Xie KH (Xie, Kang-He)1, Lu MM (Lu, Meng-Meng)1, Hu AF (Hu, An-Feng)1, Chen GH (Chen, Guo-Hong)1 来源出版物: COMPUTERS AND GEOTECHNICS 卷: 36 期: 1-2 页: 24-30 出版年: JAN-MAR 2009 摘要: A theoretical study is made of the consolidation of a composite foundation reinforced by columns. A more reasonable initial condition for the consolidation of a composite foundation is derived from the equilibrium equation and the equal strain assumption. Then, the general analytical solutions for excess pore water pressures in the column and in the surrounding soil are obtained using this new initial condition under the influence of several important factors. These factors include: the gradual variation of horizontal permeability in the disturbed soil, the change in the total average stress in a composite foundation with depth, and the effect of time-dependent external loads. The general expressions for the overall average degree of consolidation of a composite foundation, both in terms of stress and in terms of deformation, are then derived. On the basis of the above theory, the explicit solutions for a particular case, which considers ramp loading and a linear change of total stress with depth, are given in detailed forms. Finally. a parametric study and a comparison of some available solutions are made. The results show that the average degree of consolidation obtained in terms of stress and in terms of deformation is the same; the increase in construction time, the disturbance intensity during column construction and the size of the disturbed zone reduce the consolidation rate of a composite foundation. For the case of PTIB (pervious top surface and impervious bottom surface), the increase in the ratio of top total stress to bottom total stress in the composite foundation accelerates consolidation. (C) 2008 Elsevier Ltd. All rights reserved. 文献类型: Article 语言: English 作者关键词: Consolidation; Composite foundation; Horizontal permeability coefficient; Ramp loading KeyWords Plus: VERTICAL DRAINS; SOIL 通讯作者地址: Lu, MM (通讯作者), Zhejiang Univ, MOE Key Lab Soft Soils & Geoenvironm Engn, Hangzhou 310027, Peoples R China 地址: 1. Zhejiang Univ, MOE Key Lab Soft Soils & Geoenvironm Engn, Hangzhou 310027, Peoples R China 出版商: ELSEVIER SCI LTD, THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLAND 学科类别: Computer Science, Interdisciplinary Applications; Engineering, Geological; Geosciences, Multidisciplinary IDS 号: 391RF ISSN: 0266-352X DOI: 10.1016/j.compgeo.2008.02.012 |
2楼2009-12-03 10:22:59
3楼2009-12-03 10:34:39
lmm5373
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4楼2009-12-03 10:50:32
wumin1283
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小木虫(金币+0.5):给个红包，谢谢回帖交流
小木虫(金币+0.5):给个红包，谢谢回帖交流
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1、 TI Equal strain consolidation for stone columns reinforced foundation SO INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS LA English DT Article DE consolidation; composite foundation; stone column; coefficient of permeability ID VERTICAL DRAINS; SMEAR ZONE; SOIL AB Column consolidation and deformation are considered by assuming that the quantity of water flowing through the disturbed soil zone into the column is not equal to that flowing out from the column and the difference between them is equal to the volume change of the column. In addition, three patterns of distribution of the horizontal permeability of soil in the disturbed zone are also considered to account for the disturbance effect of columns construction on the surrounding soil. These three patterns include the constant distribution pattern (Pattern I), the linear distribution pattern (Pattern II) and the parabolic distribution pattern (Pattern III). By incorporating the aforementioned characteristics into the analyses, the governing equations containing two variables (i.e. the average excess pore-water pressures within the column and within the entire foundation at any depth) for the consolidation of a composite foundation are derived. The solutions of the governing equations are then obtained using a new initial condition derived from the assumption of equal strain and the equilibrium condition. On the basis of the solutions for excess pore-water pressures, the average degree of consolidation of a composite foundation is obtained and discussed. Finally, a comparison is made of some available solutions. Copyright (C) 2009 John Wiley & Sons, Ltd. C1 [Xie, Kang-He; Lu, Meng-Meng] Zhejiang Univ, Inst Geotech Engn, MOE Key Lab Soft Soils & Geoenvironm Engn, Hangzhou 310058, Zhejiang, Peoples R China. [Liu, Gan-Bin] Ningbo Univ, Dept Civil Engn, Ningbo 315211, Zhejiang, Peoples R China. RP Lu, MM, Zhejiang Univ, Inst Geotech Engn, MOE Key Lab Soft Soils & Geoenvironm Engn, Zheda Rd 38, Hangzhou 310058, Zhejiang, Peoples R China. EM lumm79@126.com FU National Nature Science Foundation of China [50679074] FX Contract/grant sponsor: National Nature Science Foundation of China; contract/grant number: 50679074 NR 13 TC 0 PU JOHN WILEY & SONS LTD PI CHICHESTER PA THE ATRIUM, SOUTHERN GATE, CHICHESTER PO19 8SQ, W SUSSEX, ENGLAND SN 0363-9061 J9 INT J NUMER ANAL METH GEOMECH JI Int. J. Numer. Anal. Methods Geomech. PD OCT 25 PY 2009 VL 33 IS 15 BP 1721 EP 1735 DI 10.1002/nag.790 PG 15 SC Engineering, Geological; Materials Science, Multidisciplinary; Mechanics GA 510EF （检索号） UT ISI:000271070100002 （收录号） ER 2、TI A general theoretical solution for the consolidation of a composite foundation SO COMPUTERS AND GEOTECHNICS LA English DT Article DE Consolidation; Composite foundation; Horizontal permeability coefficient; Ramp loading ID VERTICAL DRAINS; SOIL AB A theoretical study is made of the consolidation of a composite foundation reinforced by columns. A more reasonable initial condition for the consolidation of a composite foundation is derived from the equilibrium equation and the equal strain assumption. Then, the general analytical solutions for excess pore water pressures in the column and in the surrounding soil are obtained using this new initial condition under the influence of several important factors. These factors include: the gradual variation of horizontal permeability in the disturbed soil, the change in the total average stress in a composite foundation with depth, and the effect of time-dependent external loads. The general expressions for the overall average degree of consolidation of a composite foundation, both in terms of stress and in terms of deformation, are then derived. On the basis of the above theory, the explicit solutions for a particular case, which considers ramp loading and a linear change of total stress with depth, are given in detailed forms. Finally. a parametric study and a comparison of some available solutions are made. The results show that the average degree of consolidation obtained in terms of stress and in terms of deformation is the same; the increase in construction time, the disturbance intensity during column construction and the size of the disturbed zone reduce the consolidation rate of a composite foundation. For the case of PTIB (pervious top surface and impervious bottom surface), the increase in the ratio of top total stress to bottom total stress in the composite foundation accelerates consolidation. (C) 2008 Elsevier Ltd. All rights reserved. C1 [Xie, Kang-He; Lu, Meng-Meng; Hu, An-Feng; Chen, Guo-Hong] Zhejiang Univ, MOE Key Lab Soft Soils & Geoenvironm Engn, Hangzhou 310027, Peoples R China. RP Lu, MM, Zhejiang Univ, MOE Key Lab Soft Soils & Geoenvironm Engn, Hangzhou 310027, Peoples R China. EM lumm79@126.com NR 13 TC 0 PU ELSEVIER SCI LTD PI OXFORD PA THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLAND SN 0266-352X J9 COMPUT GEOTECH JI Comput. Geotech. PD JAN-MAR PY 2009 VL 36 IS 1-2 BP 24 EP 30 DI 10.1016/j.compgeo.2008.02.012 PG 7 SC Computer Science, Interdisciplinary Applications; Engineering, Geological; Geosciences, Multidisciplinary GA 391RF （检索号） UT ISI:000262249700004 （收录号） ER 一般是要看收录号的。看看以前的帖子吧！ |
5楼2009-12-03 10:52:42
lmm5373
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6楼2009-12-03 11:05:54
Doctorcbw
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7楼2009-12-03 11:19:42
Doctorcbw
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小木虫(金币+0.5):给个红包，谢谢回帖交流
小木虫(金币+0.5):给个红包，谢谢回帖交流
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SCI、EI和ISTP收录号的查询方法 一：SCI收录号查询方法 SCI的“收录检索号”有些人填文献记录中的IDS Number，但每种期刊每一期上的文献IDS Number都相同，IDS Number并不是SCI的收录号。在ISI Web of Science中，IDS number 的解释为：Document Solution? number. This number uniquely identifies the journ al and issue. It is used to order the full text of the article from Document S olution. 正确地获取SCI收录号的方法是： （1）进入http://isiknowledge.com/ 选择web of science，点“go” （2）Select a search option选“ADVANCED SEARCH” 按照右边Field Tags和 Booleans提示，在输入方框中输入检索信息，比如 AU=fang AND TI=capacitor，然后点击“SEARCH”。 （3）点击“RESULTS”里的检索结果数字链接，如“3”，打开自己发表论文题目的链接, 此时在Full record（包括Title、Author、Source... IDS number等）中有IDS Number: 226QR ，这个IDS number 并不是SCI的收录号。 （提醒：注意TI里的关键词一定要与你发表论文的词语匹配，包括单复数。） （4）点击右边“Output This Record”下面的“SAVE”按钮，“Select a data format for the saved file.”有四个选项，选择HTML格式。 （5）选择HTML格式后，点击下面按钮“CONTINUE”,出现文件下载对话框（默认文件名为 “savedrecs.html”），点“保存为”，保存到自选的目录文件夹里。 （6）打开保存的HTML格式网页，或者下载完毕后直接打开保存的文件，这时得到的就是包 含有形如UT ISI：000250604100008收录号的记录格式。获取ISTP的方法与此完全相同。 UT ISI：000250604100008收录号的记录格式举例 FN ISI Export Format VR 1.0 PT J AU Fang, DM .... AF ... .... TI Surface ... SO MJ SN 0026-2692 PD AUG-SEP PY 2007 VL 38 IS 8-9 BP 855 EP 859 UT ISI:000250604100008 ER ________________________________________ EF 二：EI收录号查询方法 进入图书馆网站，电子资源里点击“EI-village2” http://www.engineeringvillage2.org.cn/ 在“SEARCH FOR”中输入主题词，并在“SEARCH IN”中限制。如果是搜索姓名，由于国内 外期刊在发表时姓名写法不太一样，比如张三丰，有San-Feng Zhang, Zhang Sanfeng, S .-F zhang等，如果检索自己文章收录结果和自己发表的文章数目不一样，注意姓名检索的 拼法。在“Search Results”里点击“Detailed”，“Accession number”就是文章收录号 转自http://www.knowww.cn/article.asp?id=95 但是没有提到istp收录号的查询方法，后来我就到网上继续查询，才知道在istp检索截面上 点击email，系统将会把相关资料发送至自己的邮箱，就可以看见你的ISTP号了。 |
8楼2009-12-03 13:18:06
9楼2009-12-03 13:27:09
lmm5373
木虫 (职业作家)
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10楼2009-12-03 14:38:40
