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Analysis of deformations of soils based on the theory of plasticity and its application to settlement of embankments

机译：基于塑性理论的土体变形分析及其在路堤沉降中的应用

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作者
Ohta, Hideki;
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作者单位

京都大学;

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授予单位京都大学;
学科
学位博士
年度 -1
页码 1-225
总页数 225
原文格式 PDF
正文语种 eng
中图分类
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2. Analysis of Localized Deformations is Single Crystal Plates based on Crystal Plasticity Theory [J] . Haruyuki Konishi R&D . 1997,第1期

机译：基于晶体塑性理论的单晶板局部变形分析
3. ANALYSIS OF THE SETTLEMENTS OF BUILDINGS AND STRUCTURES ERECTED ON WEAK CLAYEY SOILS WITH ALLOWANCE FOR SHEAR DEFORMATIONS OVER TIME [J] . M. A. Luchkin, V. M. Ulitskii, A. G. Shashkin, Soil mechanics and foundation engineering . 2007,第2期

机译：随时间变化允许剪切变形的软黏土上建筑物和结构的沉降分析
4. Embankment Settlement Calculation based on the Unsaturated Soils Theory [C] . HU Hai-ying, ZHANG Yu-cheng International Conference on Civil, Architectural and Hydraulic Engineering . 2013

机译：基于不饱和土理论的堤防结算计算
5. Development of a new three-dimensional anisotropic elastic visco-plastic model for natural soft soils and applications in deformation analysis. [D] . Zhou, Cheng. 2004

机译：天然软土三维各向异性各向异性粘塑性新模型的开发及其在变形分析中的应用。
6. Static analysis of rectangular nanoplates using trigonometric shear deformation theory based on nonlocal elasticity theory [O] . Mohammad Rahim Nami, Maziar Janghorban 2013

机译：基于非局部弹性理论的三角剪切变形理论对矩形纳米板的静态分析
7. APPLICATION OF COUPLED ANALYSIS OF OPEN CHANNEL FLOW AND SOIL DEFORMATION TO EMBANKMENT FAILURE DUE TO SEEPAGE FLOWS [O] . Shinichiro ONDA, Motoya KITABAYASHI, Yosuke HIGO, 2017

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8. Application of a Third-Invariant Plasticity Theory to Concrete and Soils. [R] . Schreyer, H. L. 1983

机译：三次不变塑性理论在混凝土和土壤中的应用。

Analysis of deformations of soils based on the theory of plasticity and its application to settlement of embankments

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