Soil Stabilization for Pavements
In Soil Stabilization for Pavements , you'll learn ...
- How to improve the engineering properties of soils used for pavement base courses, subbase courses, and subgrades
- The appropriate additive or additives to be used with different soil types
- Procedures for determining a design treatment level for each type of additive
- Recommended construction practices for incorporating additives into the soil
Overview
This course discusses the soil stabilization methods for pavements. A well stabilized soil is essential for the proper function of our roads, bridges, dams, and runways. Due to the non-homogenous nature of soil, it is common to find soils of different types, stability, compaction, and moisture content within one project. And though soil stabilization occurs during the first stages of a project, it can determine the life of a structure. This course therefore provides useful and relevant information for designers, contractors, and owners of pavement projects both large and small.
The course identifies criteria for improving the engineering properties of soils used for pavement base courses, subbase courses, and subgrades through the use of additives, which are mixed into the soil to effect the desired improvement. When added to the soil in the proper quantities, additives can improve soil strength, texture, workability, and plasticity. Chemical additives such as portland cement, lime, fly ash, and bitumen will be discussed. The course also covers several testing methods and American Society for Testing and Materials (ASTM) standards, enabling students to determine the best form of soil stabilization for a broad spectrum of applications.
The student must take a multiple-choice quiz consisting of thirty (30) questions at the end of this course to earn PDH credits.
Learning Objectives
Upon completion of this course, participants will be able to:
- Explain why geotechnical engineering problems can have multiple correct solutions.
- Apply bearing capacity equations to footings of various shapes.
- Identify different forms of soil stabilization.
- Describe improvements achieved through soil stabilization.
- Explain the use of lime in soil stabilization measures.
- Distinguish among different types of lime and their uses.
- Describe scarification and compaction processes.
- Explain the use of slurry mixes.
- Describe methods used to determine the compaction density of soil.
- Identify the recommended application rate of a bituminous membrane.
- Explain how the gravimetric method is used.
- Identify the ideal temperature for cold-mix construction.
- Describe additives that can be used in soil stabilization.
- Identify preferred methods of curing.
- Explain the uses of Class C fly ash.
- Classify potential swell.
- Describe the uses of Type I, IA, II, and III cements.
Certificate of Completion
You will be able to immediately print a certificate of completion after passing a multiple-choice quiz consisting of 30 questions. PDH credits are not awarded until the course is completed and quiz is passed.
| This course is applicable to professional engineers in: | ||
| Alabama (P.E.) | Alaska (P.E.) | Arkansas (P.E.) |
| Delaware (P.E.) | District of Columbia (P.E.) | Florida (P.E. Area of Practice) |
| Georgia (P.E.) | Idaho (P.E.) | Illinois (P.E.) |
| Illinois (S.E.) | Indiana (P.E.) | Iowa (P.E.) |
| Kansas (P.E.) | Kentucky (P.E.) | Louisiana (P.E.) |
| Maine (P.E.) | Maryland (P.E.) | Michigan (P.E.) |
| Minnesota (P.E.) | Mississippi (P.E.) | Missouri (P.E.) |
| Montana (P.E.) | Nebraska (P.E.) | Nevada (P.E.) |
| New Hampshire (P.E.) | New Jersey (P.E.) | New Mexico (P.E.) |
| New York (P.E.) | North Carolina (P.E.) | North Dakota (P.E.) |
| Ohio (P.E. Self-Paced) | Oklahoma (P.E.) | Oregon (P.E.) |
| Pennsylvania (P.E.) | South Carolina (P.E.) | South Dakota (P.E.) |
| Tennessee (P.E.) | Texas (P.E.) | Utah (P.E.) |
| Vermont (P.E.) | Virginia (P.E.) | West Virginia (P.E.) |
| Wisconsin (P.E.) | Wyoming (P.E.) | |

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