What is the significance of saturated hydraulic conductivity (Ks) in assessing soil for landfill liners and caps,
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What is the significance of saturated hydraulic conductivity (Ks) in assessing soil for landfill liners and caps, and as landfill foundation? How is Ks influenced by soil texture and engineering practices (e.g., compaction)? What is the RCRA limit for liner Ks?
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