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Table Card RUSMARC
Title: Magazine of Civil Engineering. — № 4 (120)
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\71900

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Table of Contents

  • title120
  • index
    • Contents
  • 01
    • Engineering hydrology technologies to reduce threats from ice phenomena
      • 1. Introduction
      • 2. Materials and Methods
        • 2.1. Area of research
        • 2.2. Research Methodology
      • 3. Results and Discussion
        • 3.1. Statistical analysis of the characteristics of the ice regime in retrospective period
        • 3.2. Classification of the subjects of the Russian Federation by the spectrum of hazardous hydrological and ice phenomena
        • 3.3. Assessment of the factors that influenced the occurrence of ice jam and the development of winter flooding in the regulated section of the river
        • 3.4. Modeling of river flow in the bridge area under conditions of ice jam formation
      • 4. Conclusion
  • 02
    • Influence of industrial wastes and lime on strength characteristics of clayey soil
      • 1. Introduction
      • 2. Materials and Methods
      • 3. Results and Discussion
        • 3.1. pH tests
        • 3.2. Consistency limit tests
        • 3.3. Permeability tests
        • 3.4. Consolidated drained triaxial tests
        • 3.5. Microstructure
      • 4. Conclusion
  • 03
    • Stress-strain state of elastic shell based on mixed finite element
      • 1. Introduction
      • 2. Materials and Methods
      • 3. Results and Discussion
      • 4. Conclusions
  • 04
    • Behavior of timber-timber composite structure connected by inclined screws
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusions
  • 05
    • Soil-structure interaction: theoretical research, in-situ observations, and practical applications
      • 1. Introduction
      • 2. Methods
        • 2.1. Idealized models of reinforced concrete buildings
        • 2.2. Account of nonlinear soil behavior in time, account of nonlinear properties of structural materials
      • 3. Results and Discussion
        • 3.1. The results of the Numerical modeling using the proposed soil-structure interaction ideology
        • 3.2. Comparison of the calculated results according to different methods and observation results
        • 3.3. Application of the design ideology considering the soil-structure behavior
      • 4. Conclusions
  • 06
    • Prismatic face slope piles operating under frost heaving
      • 1. Introduction
      • 2. Methods
        • 2.1. Cylindrical pile with upper reverse taper
        • 2.2. Prismatic square pile
        • 2.3. Prismatic hexagonal pile
        • 2.4. Prismatic octagonal pile
        • 2.5. Equation of face slope piles in general form
      • 3. Results and Discussion
      • 4. Conclusion
  • 07
    • Phase structure of cement pastes with antifreeze agents
      • 1. Introduction
      • 2. Materials and Methods
      • 3. Results and Discussion
      • 4. Conclusions
  • 08
    • Sedimentation simulation of the Temryuk seaport approach channel
      • 1. Introduction
      • 2. Methods
        • 2.1. Sandy sediment
        • 2.2. Slimy sediments
        • 2.3. The amount of accumulation in the channel
      • 3. Results and Discussion
        • 3.1. Modelling of longshore sediment flows
        • 3.2. Channel sedimentation under existing conditions
        • 3.3. Options for extending the east breakwater
        • 3.4. Channel sedimentation after extending the west breakwater
        • 3.5. Shoreline dynamics in the vicinity of the east breakwater
        • 3.6. Shore dynamics to the west of the channel
      • 4. Conclusions
  • 09
    • Regression models of irregular vertical displacement of a roadway cross section caused by frost heaving
      • 1. Introduction
      • 2. Materials and Methods
      • 3. Results and Discussion
      • 4. Conclusions
      • 5. Data Availability
  • 10
    • Parametric oscillations of a viscous-elastic orthotropic shell of variable thickness
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusion
  • оборот

Included in

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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