2.1a. Modul Handbook of B.Eng Civil Engineering
Modul name |
Soil Dynamics |
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Level module |
6 (undergraduate) |
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Abbreviation of applicable |
SIP 620419 |
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Sub-heading, if applicable |
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Courses included in the module, if applicable |
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Semester |
VII |
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Person in charge |
Ir. Andius Dasa Putra, ST., MT., PhD |
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Lecturer |
1. Ir. Andius Dasa Putra, ST., MT., PhD 2. Ir. Iswan, S.T., M.T |
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Language |
Bahasa Indonesia, English |
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Classifications within the curriculum |
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Teaching (hours per week during the semester |
2 class hour lecture (2 ´ 170 minutes lecture) ´ 16 weeks = 5,440 minutes = 90.67 hours |
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Workload per semester |
340 minutes lecture is divided into 100 minutes face to face interaction, 120 minutes structural activities and 120 minutes independent study |
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Credit points |
2 SKS (3.13 ECTS) |
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Learning goals |
C01 |
Capable to design and apply innovative construction, eco-friendly, low-cost, adaptive to climate change (7a-S) |
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A02 |
Fulfilling task with moral, ethics and manner (2-S) |
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A03 |
Capable to be part of team work and showing social awareness (4a-W) |
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A04 |
Being eager to be independent (4b-S) |
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P05 |
Mastering tools and software, collecting information, and applicable procedure that has been determined (7b-S) |
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C06 |
Capable to fulfill task as technician, analyst, and engineer with low-cost approach, emphasizing in coastal building and infrastructure that adaptive to climate change (8-S) |
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C07 |
Knowledgeable and skillful to fulfill the requirements of applicable standard incorporating factual and specific expertise emphasizing in coastal building and infrastructure that adaptive to climate change; hence having competencies to complete task properly and thoroughly (9-S). |
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A08 |
Responsible and enable to fulfill task holistically (10-S) |
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A09 |
Have a willingness to learn throughout lifetime (11-S) |
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Note: C: cognitive; A: affective; P: psychomotor |
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Course Learning Outcome/ Competencies |
Being able to: 1. Explain the theory of vibrations: single degree of freedom system: undamped and damped free vibration (C2;2) 2. Explain the theory of vibrations: under damped system, logarithmic decrement, steady state forced vibration, rotating mass type excitation, Rayleigh’s method (C2;2) 1. Explain the Coulomb’s damping, multi degree of freedom system, numerical problems on theory of vibrations (C2;2) 3. Calculate Duhamel’s integral, wave propagation (C3;16) 4. Determine the dynamic properties of soil laboratory tests (C3;21) 5. Determine the dynamic properties of soil field tests (C3;21) 6. Explain the liquefaction of soils (C2;2) 7. Explain the machine foundation (C2;2) 8. Analyze the pile foundations under dynamic loading (C4;1) 9. Explain the effect of machine foundation on adjoining structures (C2;2) |
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Content |
A. Lecturing 1. Introduction, theory of vibrations (single degree freedom system: undamped and damped free vibration) 2. Theory of vibration (under damped system, logarithmic decrement, steady state forced vibration, rotating mass type excitation, Rayleigh’s method) 3. Coulomb’s damping, multi degree of freedom system, numerical problems on theory of vibrations 4. Duhamel’s integral, wave propagation (longitudinal and torsional wave propagation in an elastic rod, longitudinal and torsional wave propagation in an elastic infinite medium, wave propagation in a semi-infinite elastic half space) 5. Determination of dynamic properties of soil laboratory tests (resonant column test, cyclic triaxial test, torsional shear test) 6. Determination of dynamic properties of soils by field test (seismic reflection and refraction survey, block vibration test) 7. Liquefaction of soils: liquefaction mechanism, factors affecting liquefaction, studies by dynamic tri-axial testing, assessment of liquefaction potential) 8. Machine foundation (design criteria, elastic homogeneous half space, lumped parameter solutions, design of foundations for impact type machines, other dynamically loaded foundations; analysis and design of dynamically loaded foundations) 9. Analysis of pile foundations under dynamic loading 10. Effect of machine foundation on adjoining structures, isolations of vibrations |
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B. Practical work
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Study/ exam achievement |
Assessment Aspect (%) |
C1 |
A2 |
A3 |
A4 |
P5 |
C6 |
C7 |
A8 |
A9 |
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Mid test (25%)- written test |
Ö |
Ö |
Ö |
Ö |
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Ö |
Ö |
Ö |
Ö |
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Final test (25%)- written test |
Ö |
Ö |
Ö |
Ö |
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Ö |
Ö |
Ö |
Ö |
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Quiz 1 (15%) |
Ö |
Ö |
Ö |
Ö |
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Ö |
Ö |
Ö |
Ö |
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Quiz 2 (15%) |
Ö |
Ö |
Ö |
Ö |
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Ö |
Ö |
Ö |
Ö |
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Final task (20%) |
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Ö |
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Score index |
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A |
A ³76 |
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B+ |
71 £ B+ < 76 |
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B |
66 £ B < 71 |
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C+ |
61 £ C+< 66 |
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C |
56 £ C < 61 |
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D |
50 £ D < 56 |
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E |
E < 50 |
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Forms of media |
Software |
Hardware |
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Ms. Office (PPT, Ms Word, Ms. Excel) |
Projector |
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Geo Studio (Slope/W) |
LCD, Laptop, computer |
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