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Название Magazine of Civil Engineering. — Т. 18, № 2. – 2025.
Организация Санкт-Петербургский политехнический университет Петра Великого
Выходные сведения Санкт-Петербург: СПбПУ, 2025
Коллекция Общая коллекция
Тематика Строительство ; Сопротивление материалов ; Строительная механика ; Строительные материалы
УДК 624.04(051) ; 69(051) ; 539.3/.6(051)
Тип документа Другой
Язык Английский
Права доступа Свободный доступ из сети Интернет (чтение, печать, копирование)
Дополнительно Новинка
Ключ записи RU\SPSTU\edoc\78135
Дата создания записи 27.01.2026

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  • Magazine of Civil Engineering_обложки_Итог_макет
  • index
    • Contents
  • 01
    • Reconstruction of a moss layer in permafrost conditions
      • 1. Introduction
      • 2. Model and Methods
      • 3. Results and Discussion
      • 4. Conclusions
  • 02
    • Application of various binders in soil stabilisation for road batter protection
      • 1. Introduction
      • 2. Materials and Methods
        • 2.1. Soil Preparation
        • 2.2. Laboratory Testing
      • 3. Results and Discussion
      • 4. Conclusion
  • 03
    • Analysis of rheological model parameters for various foamed vibration-damping materials
      • 1. Introduction
      • 2. Method
        • 2.1. Materials with Different Stiffness
        • 2.2. Materials with Different Damping
        • 2.3. Experimental Method
        • 2.4. Rheological Material Models
      • 3. Results and Discussion
      • 4. Conclusion
  • 04
    • Detection of unauthorized connections to storm drains based on passive radio frequency identification technology
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusions
  • 05
    • Granular aggregate for fill mortars using blast furnace slag
      • 1. Introduction
      • 2. Materials and Methods
      • 3. Results and Discussion
        • 3.1. Industrial Implications
      • 4. Conclusion
  • 06
    • Simplified finite element model for rectangular CFST columns strength calculation under eccentric compression
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusions
  • 07
    • Bending of orthotropic scalene triangle plates: finite difference modeling
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusion
  • 08
    • A model study of axially loaded micropiles in layered soils
      • 1. Introduction
      • 2. Methods
        • 2.1. Selection and Properties of Soil
        • 2.2. Physical Model
        • 2.3. Loading the Micropile
        • 2.4. Load and Settlement Recording
        • 2.5. Test Series
      • 3. Results and Discussion
        • 3.1. Load-settlement Curves for Different Cases of Footing Reinforcement
        • 3.2. Load-settlement Curves for Different Cases of Soil Homogeneity
        • 3.3. Determination of the Footing Bearing Capacity by Graphical Methods
        • 3.4. Bearing Capacity Ratio and Percent of Settlement Reduction
      • 4. Conclusions
  • 09
    • 1. Introduction
    • 2. Methods
      • 2.1. Model Reliability
      • 2.2. Modeling of RC Shear Wall
      • 2.3. Response Spectrum Method
    • 3. Results and Discussion
      • 3.1. Results of Nonlinear Analysis
      • 3.2. Results of Linear Dynamic Modal Analysis
      • 3.3. Discussion
    • 4. Conclusions
  • 10
    • Experimental study on the behavior of multilayer geosynthetic-reinforced sandy embankments
      • 1. Introduction
      • 2. Methods and Materials
        • 2.1. Physical and Chemical Properties of Embankment Soil
        • 2.2. Geosynthetic Reinforcement
        • 2.3. Subgrade Preparation
        • 2.4. Embankment Modelling
        • 2.5. Model Preparation and Test Procedure
      • 3. Results and Discussion
        • 3.1. Results of SRM Test
        • 3.2. Results of DCP Test
        • 3.3. Results of LWD Test
        • 3.4. Results of CBR Test
        • 3.5. Results of PLT
      • 4. Conclusions
  • оборот

Количество обращений: 42 
За последние 30 дней: 42

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