2.1a. Modul Handbook of B.Eng Civil Engineering
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Modul name |
Soil Reinforcement |
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Level module |
6 (undergraduate) |
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Abbreviation of applicable |
SIP 620326 |
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Sub-heading, if applicable |
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Courses included in the module, if applicable |
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Semester |
VI |
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Person in charge |
Ir. Andius Dasa Putra, ST., MT., PhD |
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Lecturer |
Ir. Andius Dasa Putra, ST., MT., PhD |
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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 |
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Workload per semester |
340 minutes lecture is divided into 100 minutes face to face interaction, 120 minutes structural activities, 120 minutes independent study |
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Credit points |
2 SKS (3.12 ECTS) |
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Learning objective |
A01 |
Fulfilling task with moral, ethics and manner (2-S) |
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A02 |
Capable to be part of team work and showing social awareness (4a-W) |
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A03 |
Being eager to be independent (4b-S) |
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C04 |
Capable to design and apply innovative construction, eco-friendly, low-cost, adaptive to climate change (7a-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 Outcomes/ Competencies |
Being able to: 1. State the reason for doing soil reinforcement (C1;2) 2. Explain how parameters such as aperture size, soil particle size distribution, embedment length and confining stress are critical in design (C2;2). 3. Explain the relationship between soil stability and slope (C2;2) 4. Explain specification for reinforce soil systems (C2;2) 5. Explain the working mechanism of geotextile or geogrid (C2;2) 6. Explain the benefits and integration of facia with the geosynthetic reinforcement (C2;2) 7. Explain the scope of geosynthetic materials (C2;2) 8. Plan the reinforcement of a soil with certain specifications and slopes (C6;18) |
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Content |
Lecturing: 1. Parameters such as aperture size, soil particle size distribution, embedment length and confining stress are critical in design. 2. Soil and slope stability 3. Specification for reinforced soil systems 4. Thickness reduction of unreinforced base course layers 5. Retained soil: soil remaining, drainage, reinforced soil, slope structure 6. Reinforcement: geotextile or geogrid 7. Facia |
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A. Practical work
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Study/ exam achievement |
Assessment Aspect (%) |
A1 |
A2 |
A3 |
C4 |
P5 |
C6 |
C7 |
A8 |
A9 |
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Quiz (20%) - writing test |
Ö |
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Ö |
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Ö |
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Ö |
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Mid test (25%)- writing test |
Ö |
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Ö |
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Ö |
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Ö |
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Final test (35%)- writing test |
Ö |
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Ö |
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Ö |
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Ö |
Ö |
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Final Task (20%) |
Ö |
Ö |
Ö |
Ö |
Ö |
Ö |
Ö |
Ö |
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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LCD |
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Laptop, computer |
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