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标题： Calculation of Settlement and Inclination of Gravity Foundation in Coral Sands Based on Transfer Matrix Method 。 |
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Calculation of settlement and inclination of gravity foundation in coral sands based on transfer matrix method Accession number: 20122315085100 Authors: Yang, Ping 1 ; Cheng, Zhongqing 1 ; Jiang, Haibo 1 Author affiliation : 1 Navy Energy Conservation Technology Research Center, Tianjin Campus, Naval University of Engineering, No. 1 Hebei Road, Binhai New Area, Tianjin city, 300450, China Corresponding author: Yang, P. (yp022@sina.com) Source title: Advanced Materials Research Abbreviated source title: Adv. Mater. Res. Volume: 524-527 Issue title: Natural Resources and Sustainable Development II Issue date: 2012 Publication Year: 2012 Pages: 404-407 Language: English ISSN: 10226680 ISBN-13: 9783037854174 Document type: Conference article (CA) Conference name: 1st International Conference on Energy and Environmental Protection, ICEEP 2012 Conference date: June 23, 2012 - June 24, 2012 Conference location: Hohhot, China Conference code: 89966 Publisher: Trans Tech Publications, P.O. Box 1254, Clausthal-Zellerfeld, D-38670, Germany Abstract: Settlement and inclination of gravity foundation are calculated and analyzed using transfer matrix method. The influences of vertical load, overturning moment, foundation width b and deformation modulus of subgrade soil E on the settlement and inclination of foundation are analyzed. Calculation shows that increasing both the width of foundation b and deformation modulus of subgrade soil E can improve the anti-overturning performance of foundation, and reducing the foundation width and increasing the deformation modulus of subgrade soil can reduce the subgrade settlement. This method can effectively calculate the settlement and inclination of gravity foundation. © (2012) Trans Tech Publications. Number of references: 3 Main heading: Foundations Controlled terms: Deformation - Soils - Transfer matrix method Uncontrolled terms: Anti-overturning - Coral sand - Deformation modulus - Inclination - Overturning moment - Settlement - Subgrade settlement - Subgrade soil - Vertical load Classification code: 405Construction Equipment and Methods; Surveying - 421Strength of Building Materials; Mechanical Properties - 422Strength of Building Materials; Test Equipment and Methods - 483.1Soils and Soil Mechanics - 921Mathematics DOI: 10.4028/www.scientific.net/AMR.524-527.404 Database: Compendex Compilation and indexing terms, © 2018 Elsevier Inc. |
2楼2018-03-19 11:02:02