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Table Card RUSMARC
Title: Magazine of Civil Engineering. — № 6 (122)
Organization: Санкт-Петербургский политехнический университет Петра Великого
Imprint: Санкт-Петербург: СПбПУ, 2023
Collection: Общая коллекция
Subjects: Строительство; Сопротивление материалов; Строительная механика; Строительные материалы
UDC: 624.04(051); 69(051); 539.3/.6(051)
Document type: Other
File type: PDF
Language: English
Rights: Свободный доступ из сети Интернет (чтение, печать, копирование)
Record key: RU\SPSTU\edoc\72108

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Table of Contents

  • title122
  • index
    • Contents
  • 01
    • Stress-strain conditions of steel rod structures nodes
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
        • 3.1. Research results of the work of trusses gussets with double-sided fastening of lattice elements
        • 3.2. Research results of the work of trusses gussets with double-sided fastening of lattice elements
        • 2.1. Research results of the gussets’ work of brace elements fastening with eccentricity
      • 4. Conclusions
  • 02
    • Structural behavior of concrete arches reinforced with glass textiles
      • 1. Introduction
      • 2. Materials and Methods
        • 2.1. Test samples
        • 2.2. Manufacturing of 3D printed mold for concrete casting
        • 2.3. Concrete casting
        • 2.4. Test setup
      • 3. Results and Discussion
        • 3.1. Strength efficiency
        • 3.2. Load versus vertical displacement
      • 4. Conclusions
  • 03
    • Heat-conducting and dielectric characteristics of polyorganosiloxane composites
      • 1. Introduction
      • 2. Methods
        • 2.1. Research objects
        • 2.2. Production of samples
        • 2.3. Experimental methods
      • 3. Results and Discussion
        • 3.1. ODMS curing and possible filler interaction with reactive resin groups
        • 3.2. Study of physical and mechanical properties
        • 3.3. Thermophysical characteristics of the composite
        • 3.4. Electrical properties of the composition
      • 4. Conclusions
  • 04
    • 1. Introduction
    • 2. Materials and Methods
      • 2.1. Materials
      • 2.1.1. Cement
      • 2.1.2. Fine aggregates
      • 2.1.3. Coarse aggregates
      • 2.1.4. Culturing of Hay Bacillus
      • 2.1.5. Calcium lactate Ca(LaC)2
      • 2.2. Methods
      • 2.2.1. Mix Design
      • 2.2.2. Samples preparation and test methods
        • 2.2.2.1. Samples preparation
        • 2.2.2.2. Compressive strength (CS) test
        • 2.2.2.3. Flexural strength (FS) test
        • 2.2.2.4. Microstructural analysis test
    • 3. Results and Discussion
      • 3.1. Compressive strength (CS)
      • 2.3. Flexural strength (FS)
      • 3.2. Microstructural analysis
      • 3.3.1. Scanning electron microscope (SEM)
      • 3.3.2. X-ray diffraction (XRD)
    • 4. Conclusions
  • 05
    • Validation metrics for non-linear soil models using laboratory and in-situ tests
      • 1. Introduction
      • 2. Methods and Materials
        • 2.1. The validation metrics of non-linear soil models
        • 2.2. Characteristics of the investigated soils
        • 2.3. Characteristic of the back-analysis
      • 3. Results and Discussion
        • 3.1. Validation by triaxial test data
        • 3.2. Validation on oedometer test data
        • 3.3. Validation by consolidation test data
        • 3.4. Validation by plate load test data
        • 3.5. Acceptable values of validation metrics
      • 4. Conclusions
  • 06
    • Alkali-activated bentonite clay-limestone cements
      • 1. Introduction
      • 2. Materials and Methods
      • 3. Results and Discussion
        • 3.1. Development of AACs based on calcined bentonite clay and raw LS
        • 3.2. Development of AACs based on calcined bentonite clay and raw LS
      • 4. Conclusion
  • 07
    • Bearing capacity of frame-gantry pile foundations
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusion
  • 08
    • Strengthening and restoration of damaged reinforced concrete structures with composite plastics
      • 1. Introduction
      • 2. Methods
        • 2.1. This study’s object and methods
        • 2.2. Methods of additional tests
      • 3. Results and Discussion
        • 3.1. Determining the dynamic and static strength of beams under laboratory conditions
        • 3.2. Deformation calculation
        • 3.3. Results of the practical evaluation
        • 3.4. Discussion
      • 4. Conclusion
  • 09
    • Performance of aluminium shaving waste and silica fume blended mortar
      • 1. Introduction
      • 2. Methods and Materials
        • 2.1. Materials
        • 2.2. Experimental tests
        • 2.3. Sample preparation
      • 3. Results and Discussions
        • 3.1. Oxide compositions and compound in aluminium shaving waste
        • 3.2. Workability of the mortar
        • 3.3. Unit weight of samples
        • 3.4. Compressive strength of ASW-SF blended mortar
        • 3.5. Thermal residual strength of ASW-SF blended mortar
        • 3.6. Microstructure and elemental ratio of ASW-SF blended paste
      • 4. Conclusions
  • 10
    • Accounting of plastic deformations in the calculation of frames using the displacement method
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusions
  • title_оборот_сжатый

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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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