Expert Solutions for Artificial Turf on Colorado Freeze-Thaw Soils
What Are Freeze-Thaw Soils and How Do They Affect Artificial Turf Installation?
Understanding Freeze-Thaw Cycles and Soil Movement
Impact of Frost Heave on Turf Durability and Stability
Which Turf Base Preparation Techniques Prevent Frost Heave in Cold Climates?
Engineered Base Layers and Soil Stabilization Methods
Use of Geotextiles and Drainage Solutions for Freeze-Thaw Soils
Mitigating Frost Heave in Subgrade with Geotextile Capillary Breaks
Frost action beneath pavements can lead to several problems, including thaw weakening, which leads to cracking and subsequent pumping of fine soil particles onto the surface, as well as hazardous conditions caused by differential heaving. This study used data and frost-susceptible soil collected at Ravalli County Airport, Hamilton, Montana, to study the use of geotextiles to mitigate frost heave. The ability of geotextiles to reduce frost heave in subgrade material by creating a capillary break was assessed by inserting disks of fabric in soil samples and subjecting them to laboratory frost heave tests. Frost heave tests were also conducted to classify the frost-susceptibilities of soils at the airport. Soil moisture characteristics and unsaturated hydraulic conductivities were determined for soils tested as well as for one of the geotextiles used. Results of the laboratory investigation indicate that certain geotextiles show promise for use as capillary breaks. In laboratory tests, the presence of geotextiles led to the reduction of frost heave by amounts up to about 60.
Laboratory investigation of the use of geotextiles to mitigate frost heave, 1990
Drainage & Geotextile Solutions for Soil Stability in Seasonal Frozen Regions
The main causes and influencing factors of artificial side soil slope slide of soil-cutting in seasonal frozen area are analyzed and put forward, and a mechanical theoretical model form is also put forward. Based on checking computation of artificial side slope saturated soil stability in melting period, it provides effective measures by adopting drainage to stabilize side slope instead of cutting it to keep soil-cutting side slope stable in the seasonal frozen area. Then the comprehensive stability technology of side slope by introducing geotextile as lower levels drainage and by adopting net geotextile lattice to stabilize soil and planting Malian grass.
Study on Protection Measures of Highway Cutting Soil Slope in Seasonal Frozen Regions, 2014





