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lmm5373木虫 (职业作家)
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[交流]
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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3楼2009-12-03 10:34:39
lmm5373
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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
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