Cement-Stabilized Subgrade (CSS) Soils
Cement-Stabilized Subgrade (CSS) Soil and Cement-Modified Soil (CMS) describe the treatment of subgrade soils, particularly clayey soils, that have been treated with a relatively small proportion of portland cement to provide improved characteristics, including reduced plasticity and volume change potential and increased strength. CMS and CSS share many characteristics and applications; however, there are minor differences between the two terms.
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Cement Stabilized Subgrade Soils
CMS is a compacted mixture of pulverized in situ soil, water, and small proportions of cement that results in an unbound or slightly bound material. The treated material is similar to a soil but has reduced plasticity and a lower susceptibility to moisture, resulting in a more workable material. The principal benefits of CMS are as follows:
- Improves the workability of subgrade soils and their ability to be used in construction
- Reduces plasticity and shrink/swell volume change potential
- Reduces moisture susceptibility and migration
- Increases the speed of construction on sites due to the reduced impact of rain
- Increases bearing capacity compared to untreated soil
- Promotes soil drying
- Provides a significant improvement to the working platform
- Uses on-site soil rather than costly removal and replacement with select fill material
- Provides a permanent soil modification (does not leach)
- Does not require any mellowing period
CSS is a compacted, engineered mixture of pulverized in situ soil, water, and moderate proportions of cement (slightly more cement than CMS) that results in a semi-bound to bound material. The treated material has structural engineering properties similar to or better than those of a granular material.
In addition to all the benefits of CMS, CSS substantially improves soil stiffness and strength to the point where the treatment provides structural benefits to pavement and building foundations. The degree of improvement depends on the quantity of cement used and the type of soil. Therefore, by the addition of varying amounts of cement, it is possible to produce cement-stabilized subgrade with a wide range of engineering properties. Typical 7-day unconfined compressive strengths (UCS) for CSS range from 100 to 300 psi (0.7 to 2.1 MPa).
CSS provides all the characteristics and principle benefits of CMS plus the following:
- Fully engineered material
- Provides a semi-bound to bound material
- Provides typical 7-day unconfined compressive strengths from 100 to 300 psi (0.7 to 2.1 MPa).
- Potentially allows for a reduction in pavement thickness or increased pavement life