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

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Presentation on theme: "Matakuliah: S2094 / Rekayasa Pondasi Tahun: 2005 Versi: 1.1 Pertemuan 01 Pendahuluan."— Presentation transcript:

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

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 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 Scope of this Course

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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