CEG3011C is the first geotechnical engineering course in a Florida civil engineering degree. The Statewide Course Numbering System titles it Soil Mechanics and defines it as "physical properties of soils, compaction, flow of water through soil, distribution of stress within soil and consolidation." The C suffix marks an integrated lecture-and-laboratory course — and here the laboratory is not an accessory. Soil is the one engineering material a designer does not get to specify: it is whatever is under the site, and its properties have to be measured.
That is what separates this course from the mechanics sequence that precedes it. In statics and mechanics of materials, the material properties arrive in the problem statement. Here the student runs the sieve analysis, the Atterberg limits, the Proctor compaction test and the consolidation test, and then designs using numbers they produced themselves — with the scatter that implies.
Four Florida public institutions carry this exact number, and they do not agree on what to call it or how many credits it carries:
| Institution | Its title | Credits |
|---|---|---|
| Florida Atlantic University | Soil Mechanics | 3 |
| Florida Gulf Coast University | Geotechnical Engineering I | 3 |
| Florida Polytechnic University | Soil Mechanics | 3 |
| University of North Florida | Geotechnical Engineering | 4 |
⚠ The University of North Florida's version is a four-credit course. See the offering notes below — this is the kind of difference that surfaces in a degree audit rather than at registration.
| Institution | Its title | Credits | Contact hours |
|---|---|---|---|
| Florida Atlantic University | Soil Mechanics | 3 | not published |
| Florida Gulf Coast University | Geotechnical Engineering I | 3 | not published |
| Florida Polytechnic University | Soil Mechanics | 3 | not published |
| University of North Florida | Geotechnical Engineering | 4 | not published |
All four are public institutions — three in the State University System and Florida Polytechnic, also an SUS member — so statewide numbering guarantees transfer of the course between them.
⚠⚠ The credit values do not match, and the guarantee does not fix that. Transfer moves the credit you earned; it does not convert three credits into four. A student who takes the three-credit version and transfers into the University of North Florida's civil engineering programme may be one credit short against the degree requirement, and in a curriculum as tightly budgeted as an ABET-accredited engineering degree there is rarely slack to absorb it. Going the other way, the fourth credit may apply as an elective or may not apply at all. Ask the receiving department in writing, before the term you need it.
⚠ The 60 contact hours given at the top of this guide are derived for the three-credit version: the Florida convention for a 3-credit integrated lecture-and-laboratory course, roughly two hours of lecture and two of laboratory a week. It is corroborated rather than sourced — the University of Central Florida publishes 2 weekly laboratory hours for its equivalent course, which is consistent. The four-credit version will run higher. Check your own schedule's meeting pattern.
UCF teaches this course as CEG4011C, "Geotechnical Engineering I" — same subject, same three credits, same two weekly laboratory hours, one level digit different.
Why that matters: Florida's statewide numbering guarantees transfer between institutions offering the same course number. CEG3011C and CEG4011C are not the same number, so the automatic guarantee does not apply between them — the credit is evaluated instead. In practice civil engineering departments know the pairing and accept it, but it is an evaluation rather than an entitlement, and it is worth raising with an advisor before transferring rather than after.
UCF's prerequisite structure is worth reading whichever institution you attend, because it says what the course assumes: Mechanics of Materials (EGN3331C) and Engineering Fluid Mechanics (CWR3201), both with a minimum grade of C.
A student reasonably expects a soil course to follow from mechanics of materials. It does — but roughly a third of this course is water moving through soil: Darcy's law, flow nets, seepage forces, pore water pressure, and the time rate of consolidation. Effective stress, the central idea of the whole subject, is a statement about water pressure. If your fluid mechanics is shaky, repair it before week four rather than during the consolidation chapter.
A junior-year course following statics, mechanics of materials and fluid mechanics, and preceding foundation design, which is where its results get used. Geotechnical engineering is one of the knowledge areas on the NCEES Fundamentals of Engineering (Civil) examination, typically around a tenth of the questions — index properties and classification, effective stress, consolidation, shear strength, bearing capacity and slope stability. The FE is the first step toward Professional Engineer licensure, which in Florida is administered by the Florida Board of Professional Engineers; the state requires four years of qualifying experience under a PE before the PE examination. Design decisions in this subject are ones a licensed engineer signs and seals.
Three credits, and a course that regularly demands more than three credits' worth of time. Budget eight to twelve hours a week. The laboratory reports are the usual bottleneck: a consolidation test runs over days, the data reduction is fiddly, and the report has to state what the numbers mean rather than merely listing them. Start them early; they do not compress.
Geotechnical engineering has an unusually clear division between what these tools do well and what they cannot do at all, and the division is instructive about the discipline itself.
Genuinely useful: explaining a derivation a second way; checking unit conversions and phase-relationship algebra, which is where careless arithmetic costs marks; generating practice problems; explaining an unfamiliar ASTM procedure's intent; drafting and tightening laboratory report prose, which most engineering students write badly; and writing spreadsheet or Python routines for settlement and time-rate calculations.
Where they fail, and why it is the point of the course: a model asked about "settlement of a building on clay" will produce a competent-sounding answer built on typical values it has inferred. That is precisely the error this course exists to eliminate. Soil is site-specific; the whole apparatus of sampling, testing and classification exists because you cannot look up what is under a particular site. A plausible compression index for "a soft clay" is not a number anyone may build on. Models also confuse drained with undrained parameters, mix total and effective stress in the same calculation, and misstate which strength applies to a short-term versus a long-term condition — all of which produce answers that look right and are unsafe.
The coincidence worth naming: the tool's characteristic output — a confident generalisation from typical values — is exactly the professional error geotechnical engineering was invented to prevent. A student who has internalised "test the site" is well placed to use these tools; one who has not will be reinforced in the habit that gets buildings cracked.
Professional and legal weight: geotechnical recommendations are sealed by a licensed engineer who is personally responsible for them. There is no circumstance in which unverified machine-generated parameters belong in that document. The NSPE Code of Ethics requires engineers to perform services only in their area of competence and to issue objective and truthful statements — obligations that do not transfer to a tool.
Academic integrity: laboratory data is yours and is individually attributable — fabricating or "cleaning" it is a serious offence and is the specific form of misconduct this course watches for. Read your syllabus for the instructor's policy on tool use in report writing, which varies.
Generated September 12, 2026 · Updated September 12, 2026