How does RRP behave on highly cohesive loam and clay soils with 80-90% of fine constituents under 0.06 mm?
As already stated, the more difficult such loam or clay is in the conventional sense, the more fine particles (colloids) are pressent in it and the more easily can it be stabilized with RRP. When Dry, these difficult clay soils become as hard as concrete. They become loosened up and soft only when soaked by rain. But in such a soil, treated with RRP and then given optimum compaction, no such softening will occur.
Related Questions
- On clay, sandy or loam soils, what can be expected regarding the lateral and vertical movement of water? Will the amount of water required be reduced?
- How does T-RRP behave on highly cohesive loam and clay soils with 80-90% of fine constituents under 0.06 mm?
- How does RRP behave on highly cohesive loam and clay soils with 80-90% of fine constituents under 0.06 mm?
