Детальная информация

Название Magazine of Civil Engineering. — № 8 (124). – 2023.
Организация Санкт-Петербургский политехнический университет Петра Великого
Выходные сведения Санкт-Петербург: СПбПУ, 2023
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)
Ключ записи RU\SPSTU\edoc\72595
Дата создания записи 13.03.2024

Разрешенные действия

Прочитать Загрузить (12,5 Мб)

Группа Анонимные пользователи
Сеть Интернет
Место доступа Группа пользователей Действие
Локальная сеть ИБК СПбПУ Все
Прочитать Печать Загрузить
Интернет Все
  • title124
  • index
    • Contents
  • 01
    • Stabilization of expansive soil with lime and brick dust
      • 1. Introduction
      • 2. Materials and Methods
        • 2.1. Materials
        • 2.1.1. Soil Collection
        • 2.1.2. Brick Dust
        • 2.1.3. Lime
        • 2.2. Methods
      • 3. Results and Discussion
        • 3.1. Sieve Analysis
        • 3.2. The moisture content and maximum dry density for Different Lime Content
        • 3.3. Optimization of lime using unconfined compression test UCS
        • 3.4. 'Atterberg's Limits of Soil Treated with Lime and Brick Dust
        • 3.5. Free Swell Index
        • 3.6. SEM Analysis
      • 4. Conclusion
      • 5. Future Recommendations
  • 02
    • Concrete face rockfill dam located on deformed foundation: stress-strain state
      • 1. Introduction
      • 2. Materials and Methods
      • 3. Results and Discussion
        • 3.1. Analysis of the dam and foundation displacements
        • 3.2. Analysis of stresses in the dam and foundation
        • 3.3. Displacements of cutoff wall (CW)
        • 3.4. Analysis of concrete face displacements
        • 3.5. Concrete face stress state
        • 3.6. Wall stress state
        • 3.7. Stress state of the apron
      • 4. Conclusion
  • 03
    • Radiation changes in hardened Portland cement paste under the influence of gamma radiation
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusions
  • 04
    • Planting steel reinforcement for concrete columns
      • 1. Introduction
      • 2. Methods
        • 2.1. Testing program and procedure
      • 3. Results and Discussion
        • 3.1. Fresh and hardened Properties
        • 3.2. Bond stress-slip curves
        • 3.3. Mean and coefficient of variation of measured bond strength
      • 4. Conclusions
  • 05
    • Cementless binder based on high-calcium fly ash with calcium nitrate additive
      • 1. Introduction
      • 2. Materials and Methods
        • 2.1. Characteristics of Fly Ash Collected from Electrostatic Precipitators
        • 2.2. Determination of Compressive Strength
        • 2.3. Influence of Calcium Nitrate on Phase Composition of Hydration Products of Fly Ash-Silica Fume Binder
        • 2.4. Influence of Calcium Nitrate on Heat release of Fly Ash-Silica Fume Binder
      • 3. Results and Discussion
        • 3.1. Compressive strength test results
        • 3.2. Results of X-ray diffraction analysis
        • 3.3. Results of differential thermal analysis
        • 3.4. Results of Heat Release Determination
        • 3.5. Influence of Calcium Nitrate on Strength of mortar consisting of Fly Ash and Sand
      • 4. Conclusions
  • 06
    • Shear strength and chemical properties of soft clayey soil treated with magnetized water
      • 1. Introduction
      • 2. Materials and Methods
        • 2.1. Magnetic Water Technique
        • 2.2. Soil Tests
      • 3. Results and Discussion
        • 3.1. Influence of MW on Chemical Properties of Soil
        • 3.2. Influence of MW on Shear Strength of Soil
      • 4. Conclusions
  • 07
    • Properties of grey marl bricks with additions of rice husks
      • 1. Introduction
      • 2. Methods
        • 2.1. Preparation of the samples
        • 2.2. Methodology of experimental measurement
      • 3. Results and Discussion
      • 4. Conclusion
  • 08
    • Optimum space frames with rectangular plans
      • 1. Introduction
      • 2. Materials and Methods
        • 2.1. Numerical methods
        • 2.2. Experimental methods
      • 3. Results and Discussion
        • 3.1. Results
        • 3.1.1. Stability of centrally compressed rods
        • 3.1.2. Experimental verification of theoretical studies
        • 3.1.3. Research results on optimization of design concepts
        • 3.2. Discussion
      • 4. Conclusions
  • 09
    • Concrete heat liberation in thermal stressed state analysis
      • 1. Introduction
      • 2. Methods
        • 2.1. Analysis Procedure
        • 2.2. Initial Data
        • 2.3. Heat Liberation Experimental Results
      • 3. Results and Discussion
        • 3.1. The first design case
        • 3.2. The second design case
        • 3.3. Refusal from insulation
      • 4. Conclusions
  • 10
    • Environmental analysis of residential exterior wall construction in temperate climate
      • 1. Introduction
      • 2. Materials and Methods
      • 3. Results and Discussion
      • 4. Conclusions
  • 11
    • Digital models for retrospective analysis of the structure of currents in the Neva Bay
      • 1. Introduction
      • 2. Materials and Methods
        • 2.1. Methodology for numerical modeling of the Neva Bay reservoir
      • 3. Results and Discussion
      • 4. Conclusion
  • 12
    • Hydrodynamic analysis of an unsteady pressureless filtration flow in earth cofferdams
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussions
        • 3.1. Conditions for modeling the non-pressure filtration process
        • 3.2. Numerical simulation of filtration flow in a rectangular cofferdam in the ANSYS software package FLUENT: Data verification
        • 3.3. Numerical simulation of filtration flow in a rectangular cofferdam in the PLAXIS 2D software package
        • 3.4. Time evolution of the depression curve for the problem with drain
        • 3.5. Study of the work of a cofferdam with drain depending on its position
      • 4. Conclusion
  • 13
    • Increasing the level of aging stability of bitumes modified by kaolinite
      • 1. Introduction
      • 2. Materials and Methods
      • 3. Results and Discussion
      • 4. Conclusions
  • title_оборот_сжатый
...