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Ò¶×Ó6109(è¾è¾´ú·¢): ½ð±Ò+5, лл 2013-11-03 11:52:15
Ò¶×Ó6109(è¾è¾´ú·¢): ½ð±Ò+5, лл 2013-11-03 11:52:15
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1. Accession number: 20134316888161 Title: Analysis of temperature control mode of concrete construction in winter Authors: Liu, Yan Jie1, 2 Email author lyj7171@sina.com; Ding, Lin1, 2; Zhao, Yong Jiang2; Hu, Kun2 Author affiliation: 1 College of Civil Engineering, Heilongjiang University, Harbin 150086, China 2 Northeast Frost Civil Engineering Key Laboratory of Heilongjiang University, Harbin 150086, China Source title: Applied Mechanics and Materials Abbreviated source title: Appl. Mech. Mater. Volume: 368-370 Issue: 1 Monograph title: Frontiers of Green Building, Materials and Civil Engineering III Issue date: 2013 Publication year: 2013 Pages: 847-850 Language: English ISSN: 16609336 E-ISSN: 16627482 ISBN-13: 9783037857922 Document type: Conference article (CA) Conference name: 3rd International Conference on Green Building, Materials and Civil Engineering, GBMCE 2013 Conference date: August 21, 2013 - August 23, 2013 Conference location: Taiwan Conference code: 100293 Sponsor: National Chin-Yi University of Technology; National Cheng Kung University; National Sun Yan-Sen University; National Chi Nan University, ChienKuo Technology University; Control Engineering and Information Science Research Association; et al Publisher: Trans Tech Publications Ltd, Kreuzstrasse 10, Zurich-Durnten, CH-8635, Switzerland Abstract: Winter concrete construction is inevitable to cold winter in the north of China.Concrete antifreezing and frost are the emphasis and difficulty in winter construction.In the present work, the method of concrete construction in winter and the mixture ratio adjustment of concrete in storage method construction were introduced, expounds the concrete during transportation and pouring temperature control matters. Number of references: 4 Main heading: Temperature control Controlled terms: Civil engineering - Concrete construction - Concrete mixtures Uncontrolled terms: Anti-freezing - Cold winter - Concretet - Mixture ratio - Pouring temperatures - Winter constructions Classification code: 409 Civil Engineering, General - 412 Concrete - 731.3 Specific Variables Control DOI: 10.4028/www.scientific.net/AMM.368-370.847 Database: Compendex Compilation and indexing terms, © 2013 Elsevier Inc. |
2Â¥2013-11-02 16:37:42
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Ò¶×Ó6109(è¾è¾´ú·¢): ½ð±Ò+5, лл 2013-11-03 11:52:24
Ò¶×Ó6109(è¾è¾´ú·¢): ½ð±Ò+5, лл 2013-11-03 11:52:24
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2. Accession number: 20134316888349 Title: The daxinganling Island taliks sheet permafrost feature Authors: Ding, Lin1, 2, 3 Email author dinglin1@yahoo.com.cn; Liu, Yan-Jie1, 2 Email author lyj7171@sina.com; Min, Yi-Mei4 Author affiliation: 1 College of Civil Engineering, Heilongjiang University, Harbin 150086, China 2 Northeast Frost Civil Engineering Key Laboratory of Heilongjiang University, Harbin 150086, China 3 College of Engineering and Technology, Northeast Forestry university, Harbin 150040, China 4 Jiangsu International Environmental development center, Nanjing 210024, China Source title: Applied Mechanics and Materials Abbreviated source title: Appl. Mech. Mater. Volume: 368-370 Issue: 1 Monograph title: Frontiers of Green Building, Materials and Civil Engineering III Issue date: 2013 Publication year: 2013 Pages: 1816-1820 Language: English ISSN: 16609336 E-ISSN: 16627482 ISBN-13: 9783037857922 Document type: Conference article (CA) Conference name: 3rd International Conference on Green Building, Materials and Civil Engineering, GBMCE 2013 Conference date: August 21, 2013 - August 23, 2013 Conference location: Taiwan Conference code: 100293 Sponsor: National Chin-Yi University of Technology; National Cheng Kung University; National Sun Yan-Sen University; National Chi Nan University, ChienKuo Technology University; Control Engineering and Information Science Research Association; et al Publisher: Trans Tech Publications Ltd, Kreuzstrasse 10, Zurich-Durnten, CH-8635, Switzerland Abstract: In order to study the features of permafrost in Daxinganling, based on t he methods of field investigation and borehole drilling, as w ell as theoretic analysis and the effects of frozen soil geological conditions, topography features, frozen soil type and permafrost classification the freeze-thaw depth(m),main physical indicators of the Frost soil, natural water content, plastic limit Liquid limit index were analysis.the thaw settlement and frost heave were studied in this paper. © (2013) Trans Tech Publications, Switzerland. Number of references: 8 Main heading: Permafrost Controlled terms: Civil engineering - Frost effects Uncontrolled terms: Field investigation - Geological conditions - Ice-rich - Island taliks sheet - Natural water content - Permafrost degradation - Physical indicators - Theoretic analysis Classification code: 409 Civil Engineering, General - 421 Strength of Building Materials; Mechanical Properties - 483 Soil Mechanics and Foundations DOI: 10.4028/www.scientific.net/AMM.368-370.1816 Database: Compendex Compilation and indexing terms, © 2013 Elsevier Inc. |
3Â¥2013-11-02 16:39:22
4Â¥2013-11-02 19:05:18













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