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Title Magazine of Civil Engineering. — Т. 17, № 3. – 2024.
Organization Санкт-Петербургский политехнический университет Петра Великого
Imprint Санкт-Петербург: СПбПУ, 2024
Collection Общая коллекция
Subjects Строительство ; Сопротивление материалов ; Строительная механика ; Строительные материалы
UDC 624.04(051); 69(051); 539.3/.6(051)
Document type Other
Language English
Rights Свободный доступ из сети Интернет (чтение, печать, копирование)
Record key RU\SPSTU\edoc\73956
Record create date 9/19/2024

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  • Magazine of Civil Engineering_обложки_Итог
  • index
    • Contents
  • 01
    • Composite cement materials for structures foundation strengthening
      • 1. Introduction
      • 2. Materials and Methods
        • 2.1. Raw materials characterization
        • 2.2. Mix design
        • 2.3. Equipment and methods
        • 2.3.1. Materials morphology
        • 2.3.2. Granulometry
        • 2.3.3. Fresh properties
        • 2.3.4. Physical and mechanical properties
        • 2.3.5. Study of soil concrete
      • 3. Results and Discussion
        • 3.1. Fresh properties
        • 3.2. Compressive and flexural strength
        • 3.3. Strengthening of load-bearing structures with developed mixes
      • 4. Conclusions
  • 02
    • Mechanical behavior and eco-efficiency of sisal fiber reinforced cement composites containing husk rice ash
      • 1. Introduction
      • 2. Materials and Methods
        • 2.1. Materials
        • 2.2. Methods
      • 3. Results and Discussion
        • 3.1. Mechanical behaviour of SFRCC
        • 3.3.1. Mechanical behavior under compression
        • 3.3.2. Flexural behavior and cracking of composites
        • 3.2. Assessment of the eco-efficiency
      • 4. Conclusions
  • 03
    • Obtaining and using synthetic fluorite for Portland cement clinker production
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusion
  • 04
    • Performance of geosynthetics-strengthened unconnected piled raft foundations under seismic loading
      • 1. Introduction
      • 2. Materials and Methods
        • 2.1. Shaking Table
        • 2.2. Steel Container
        • 2.3. Pile Model
        • 2.4. Raft Model
        • 2.5. Geosynthetics
        • 2.6. Instruments
        • 2.7. Soil Box Model and Bedding Soil
        • 2.8. Seismic loading
        • 2.9. Testing procedure
      • 3. Results and Discussion
      • 4. Conclusions
  • 05
    • Non-combustible composite materials for fire curtains: thermal analysis and microscopy
      • 1. Introduction
      • 2. Method and Materials
        • 2.1. Materials
        • 2.2. Methods
        • 2.2.1. Thermal analysis tests
        • 2.2.2. Microscopy
        • 2.2.3. Fire tests
      • 3. Results and Discussion
        • 3.1. Results of thermal analysis before fire tests
        • 3.2. Results of microscopic examination of sample fillers prior fire tests
        • 3.3. Results of fire tests
        • 3.4. Results of thermal analysis after the fire tests
      • 4. Conclusions
  • 06
    • On the use of constrained modulus for soil settlement analysis
      • 1. Introduction
      • 1.1 Soil settlement determination
      • 2. Materials and Methods
      • 3. Results and Discussion
      • 4. Conclusion
  • 07
    • Polyethylene terephthalate usage as a partial replacement for recycled fine aggregate in the subbase layer
      • 1. Introduction
      • 2. Materials and Methods
        • 2.1. Recycled Concrete Aggregate
        • 2.2. Clay
        • 2.3. Polyethylene Terephthalate
      • 3. Results and Discussion
        • 3.1. Clay Soil Test Results
        • 3.2. Recycle Concrete Aggregate
        • 3.3. Polyethylene Terephthalate
        • 3.4. Proctor compaction test
        • 3.5. California Bearing Ratio (CBR) test
        • 3.6. Permeability
        • 3.7. Erosion
      • 4. Conclusions
  • 08
    • Anisotropy in mechanical properties of 3D-printed layered concrete
      • 1. Introduction
      • 2. Materials and methods
      • 3. Results and Discussion
      • 4. Conclusions
  • 09
    • The roughness and bumping model for cement pavement in seasonal frost regions
      • 1. Introduction
      • 2. Methods
        • 2.1. The influence of factors on pavement roughness and bumping
        • 2.2. Establishment of Model Relationship
        • 2.3. Analysis of the applicable conditions of the model
      • 3. Results and Discussion
      • 4. Conclusions
  • 10
    • Three-field FEM for analysis of thin elastic shells
      • 1. Introduction
      • 2. Materials and methods
      • 3. Results and Discussion
      • 4. Conclusions
  • title_оборот_сжатый

Magazine of Civil Engineering / Санкт-Петербургский политехнический университет Петра Великого. — Санкт-Петербург: СПбПУ, 2020-. — Периодичность: 8 раз в год. — Выходит с 2020 г. — Загл. с титул. экрана. — Свободный доступ из сети Интернет (чтение, печать, копирование). — Электрон. журнал. — Текст: электронный

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