كلية الهندسة - جامعة عين شمس, الرئيسية

الرئيسية  >  كلية الهندسة - جامعة عين شمس, الرئيسية

Foundation Engineering (2)

What Will Learn?

  • Course Aims
    • Recognize pile foundation analysis, Pile Group bearing Capacity analysis, and settlement analysis. Micro-piles design for historical buildings, Group Action efficiency, Settlement, and design of pile caps. • Classification of Dams and Design requirements of earth and rockfill dams, Seepage through earth dams-Stability of earth and rockfill dams, Filter Design (Gradation and Discharge), Construction monitoring of earth and rockfill dams. • Outline types of shoring system, Design of cantilever embedded walls, Design of free and fixed earth supported walls, Design of Tiebacks, and Anchored excavation, Design of Strutted, and Braced excavation. • Recognize construction of Shielded Tunnels, and TBM, Prediction of settlement around tunnels and analysis of lining.
  • Course Goals
  • Industry, Innovation and Infrastructure

Requirements

CES361s

Description

  • English Description

    Lateral earth pressure: active, passive earth pressures, and water pressure. Gravity retaining structures: action forces, sliding, overturning stability, and foundation stresses. Supported deep excavation: types of in-situ walls, analysis and design of in-situ walls, struts, tiebacks, wailing beams, and braced supported excavation. Slope stability: infinite slope, finite slope, mass methods, method of slices. Soil compaction: laboratory compaction tests, field compaction, compaction equipment, relative density, and site control of compaction. Tunnelling: types, construction of tunnels, lining straining action, and ground settlement.
  • Arabic Description

    Lateral earth pressure: active, passive earth pressures, and water pressure. Gravity retaining structures: action forces, sliding, overturning stability, and foundation stresses. Supported deep excavation: types of in-situ walls, analysis and design of in-situ walls, struts, tiebacks, wailing beams, and braced supported excavation. Slope stability: infinite slope, finite slope, mass methods, method of slices. Soil compaction: laboratory compaction tests, field compaction, compaction equipment, relative density, and site control of compaction. Tunnelling: types, construction of tunnels, lining straining action, and ground settlement.
  • قسم
    الهندسة الإنشائية
  • الساعات المعتمدة
    3
  • الدرجات
    الإجمالي ( 100 ) = نصف العام (20) + tr.Student Activities (30 = tr.Industry 0% , tr.Project 0% , tr.Self_learning 0% , tr.Seminar 30% ) + درجة الامتحان (50)
  • الساعات
    ساعات المحاضرة: 2, ساعات التعليم: 2, ساعات المعمل: 0
  • Required SWL
    125
  • Equivalent ECTS
    5
  • - Holtz, Robert D., William D. Kovacs, and Thomas C. Sheahan. An introduction to geotechnical engineering. Vol. 733. Englewood Cliffs, NJ: Prentice-Hall, 1981.
  • - Egyptian codes of soil mechanics and design of foundations ECP 202 – 2001.
  • - Das, B. M., “Principles of Geotechnical Engineering”, 5th Ed., PWS Publishing Co., 2002. - Egyptian Code of Practice ECP for Soil Mechanics and Foundations Design and Construction 2001. Housing and Building Research Center Cairo.