CIVILEN 5510
Transcript Abbreviation:
Dur Cond Conc Str
Course Description:
In-depth review of the most common processes affecting durability of portland cement concrete durability, and presents methods of assessing the quality of in-place concrete construction for vertical construction, roads and bridges, and geotechnical elements. Laboratory durability testing, on-site non-destructive evaluation techniques, and procedures for repair and rehabilitation will be discussed.
Course Levels:
Undergraduate (1000-5000 level)
Graduate (5000-8000 level)
Designation:
Elective
General Education Course:
(N/A)
Cross-Listings:
(N/A)
Credit Hours (Minimum if “Range”selected):
3.00
Max Credit Hours:
3.00
Select if Repeatable:
Off
Maximum Repeatable Credits:
(N/A)
Total Completions Allowed:
(N/A)
Allow Multiple Enrollments in Term:
No
Course Length:
14 weeks (autumn or spring)
Off Campus:
Never
Campus Location:
Columbus
Instruction Modes:
In Person (75-100% campus; 0-24% online)
Prerequisites and Co-requisites:
Prereq: 3510, or Grad standing in Civil Engineering.
Electronically Enforced:
No
Exclusions:
(N/A)
Course Goals / Objectives:
1. Describe the mechanisms of deterioration of RC structures;
2. Link aspects of design and materials usage to damage progression
3. Select appropriate non-destructive testing methods for condition assessment;
2. Link aspects of design and materials usage to damage progression
3. Select appropriate non-destructive testing methods for condition assessment;
4. Assess the limitations of inspection procedures;
5. Describe the limitations of repair procedures;
6. Critically review technical articles and synthesize information from various sources.
5. Describe the limitations of repair procedures;
6. Critically review technical articles and synthesize information from various sources.
Check if concurrence sought:
No
Contact Hours:
| Topic | LEC | REC out-of-class | REC in-class | Weekly LAB out-of-class | Weekly LAB in-class |
|---|---|---|---|---|---|
| Intro General review of cement chemistry and hydration Concrete microstructure and transport properties | 3.0 | 0.0 | 0 | 0.0 | 0 |
| Basics of Forensic Analysis Visual inspections Field diagnosis/prognosis | 3.0 | 0.0 | 0 | 0.0 | 0 |
| Non-destructive testing methods for concrete: GPR, UPV, Schmidt Hammer | 3.0 | 0.0 | 0 | 0.0 | 0 |
| Alkali Aggregate Reactions: Alkali carbonate reaction and Alkali-silica reaction: Causes and case studies | 3.0 | 0.0 | 0 | 0.0 | 0 |
| Alkali-silica reaction: Prevention and attempts to slow progression | 3.0 | 0.0 | 0 | 0.0 | 0 |
| ASR test method jigsaw Corrosion: Chloride transport Corrosion detection and monitoring | 3.0 | 0.0 | 0 | 0.0 | 0 |
| Corrosion: Corrosion prevention strategies | 3.0 | 0.0 | 0 | 0.0 | 0 |
| Corrosion test method jigsaw Freeze-thaw durability: General freeze-thaw Salt scaling Calcium oxychloride formation and damage Prevention strategies | 3.0 | 0.0 | 0 | 0.0 | 0 |
| Freeze-thaw (cont’d) External sulfate attack/salt crystallization damages Internal sulfate attack Prevention strategies | 3.0 | 0.0 | 0 | 0.0 | 0 |
| Sulfate attack (cont’d) Carbonation Prevention Strategies Service life predictions Repair of concrete structures: Site preparation Placement and Curing Repair of concrete structures: Strategy Material considerations and Incompatibility issue | 3.0 | 0.0 | 0 | 0.0 | 0 |
| Repair of concrete structures: Structural repairs | 3.0 | 0.0 | 0 | 0.0 | 0 |
| Total | 33 | 0 | 0 | 0 | 0 |
Grading Plan:
Letter Grade
Course Components:
Lecture
Grade Roster Component:
Lecture
Credit by Exam (EM):
No
Grades Breakdown:
| Aspect | Percent |
|---|---|
| Homework | 10% |
| Midterms | 50% |
| Project | 40% |
Representative Textbooks and Other Course Materials:
| Title | Author | Year |
|---|---|---|
| No Textbooks and Other Course Materials Entered. | ||
ABET-CAC Criterion 3 Outcomes:
(N/A)
ABET-ETAC Criterion 3 Outcomes:
(N/A)
ABET-EAC Criterion 3 Outcomes:
(N/A)
Embedded Literacies Info: