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Matakuliah : S2094 / Rekayasa Pondasi Tahun : 2005 Versi : 1.1

Matakuliah : S2094 / Rekayasa Pondasi Tahun : 2005 Versi : 1.1. Pertemuan 01 Pendahuluan. S0294: Rekayasa Pondasi. Ferry Haryono, ST, MT. Instructor for the Course Bina Nusantara University ferryharyono@gmail.com. Textbook. Foundation Design : Principles and Practices (2nd Edition)

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Matakuliah : S2094 / Rekayasa Pondasi Tahun : 2005 Versi : 1.1

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  1. Matakuliah : S2094 / Rekayasa Pondasi Tahun : 2005 Versi : 1.1 Pertemuan 01Pendahuluan

  2. S0294:Rekayasa Pondasi • Ferry Haryono, ST, MT. • Instructor for the Course • Bina Nusantara University • ferryharyono@gmail.com

  3. Textbook • Foundation Design: Principles and Practices (2nd Edition) • Author: Donald P. Coduto

  4. Textbook • Foundation Analysis And Design: Fifth Edition • Author : Joseph E Bowless

  5. Textbook • Teknik Pondasi: Jilid 1 dan Jilid 2 • Author: Hary Cristady Hardiyatmo

  6. Textbook • Principles of Foundation Engineering • Author: Das, Braja M

  7. Textbook • Manual Pondasi Tiang • Author: GEC

  8. S0294: References • PowerPoint Lecture outlines will be provided in class • In addition, selected sections from the textbooks will be photocopied and made available in Lectures’s Room

  9. Grading Policy Tugas Mandiri ………................ 20% Ujian Tengah Semester ………. 30% Ujian Akhir Semester …............ 50% TOTAL ..................... 100% Note: • Appropriate changes to this grading policy may be made with student consent.

  10. Scope of this Course • Design of Foundations • Review of Soil Mechanics Principles • How do you plan and perform a geotechnical site exploration? • Types, calculate, design of Sheet Pile • Types, calculate, design of Retaining Structures • Different types of foundation systems: Shallow Foundations vs. Deep Foundations

  11. Scope of this Course • Types of Shallow Foundations (Spread Footing, Mat Foundations) • Design of Shallow Foundations (Bearing Capacity and Settlement) • Types of Deep Foundations (Piles, Drilled Shafts, Caissons, Auger-cast piles, Helical Anchor Piers) • Design of Deep Foundations • Application of Deep Foundations

  12. Foundations ….. • Loads from all structures (e.g. buildings, bridges, towers, dams) are eventually transferred to soil …. • Nature (vertical/lateral, live/dead) and magnitude of loads • Subsoil conditions (depth to competent soil/rock) • Type of Structure (How much settlement can it tolerate?)

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