Thank you for your message. I currently do not have direct access to a specific paper containing critical state lines or critical state data points for pond ash, fly ash, or coal ash. However, I recommend reviewing the following relevant references, which are commonly cited in geotechnical and environmental engineering research related to ash behavior:
Wang, Y., & Vipulanandan, C. (2000). Characterization of Class F Fly Ash for Use in Flowable Fill. Journal of Materials in Civil Engineering, ASCE.
Pandian, N. S. (2004). Fly ash characterization with reference to geotechnical applications. Journal of Indian Institute of Science, 84, 189–216.
Raut, S., & Sarvade, A. (2011). Critical State Behaviour of Pond Ash. Indian Geotechnical Conference (IGC).
ASTM D854 / D854M-14. Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer, for basic physical properties often used to derive critical state parameters.
While I’ll gladly share any references I come across, I’d also like to mention that my recent article, accepted in Case Studies in Construction Materials (Q1), explores the behavior of Class C fly ash-based geopolymer mortars. It includes insights that may indirectly support critical state interpretations.
I’d be happy to share the accepted version if you’re interested.