Mud Problem Exposed
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M. Nailor
Author
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- Abstract
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Dunn (2024) applies Terzaghi consolidation theory to clay successions on the order of 1,000 m thick and concludes that the mechanical compaction stage of lithification requires timescales far longer than a young catastrophic Flood chronology allows, presenting this as a quantitative barrier to Flood geology. Dunn's arithmetic is correct. This paper examines the single modeling choice that carries the conclusion: the treatment of a thick mudrock succession as one homogeneous, laterally continuous clay column that drains only vertically. Terzaghi's own solution gives the time to ninety percent consolidation as t90 = Tv H2 / cv, so the predicted time scales with the square of the drainage-path length H. The deep-time result is therefore not a fixed property of consolidation physics but a property of the assumed drainage geometry, and it is this sensitivity, not any error in Dunn's numbers, that the analysis develops. Holding Dunn's coefficient of consolidation fixed and changing only the geometry, introducing a permeable parting every 10 m reduces the single-slice ninety percent consolidation time from roughly 134,000 years to about 13 years, a factor near 10,000 that is exactly the H2 scaling. I show, however, that this reduction is real only under a specific and testable condition: each parting must remain laterally continuous, hydraulically connected to a low-pressure outlet, and able to discharge the expelled pore water without itself becoming overpressured. A parting that merely exists is not a drainage boundary; a parting that carries water to an outlet is. I set out the mass-balance and connectivity requirements this imposes, weigh the roles of early cementation, continuing deposition, and cyclic softening, and distinguish what soft-sediment deformation structures do and do not demonstrate. The result is not a refutation of Dunn but a redirection of the question: the clay consolidation objection is decisive for a homogeneous, vertically draining column, and whether real thick successions consolidated on Flood timescales is an empirical question about drainage architecture that specific, stated measurements can decide.
- Author Biography
- References
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Barron, R. A. (1948). Consolidation of fine-grained soils by drain wells. Transactions of the American Society of Civil Engineers, 113(1), 718–742.
Austin, S. A. (1986). Mount St. Helens and catastrophism. In Proceedings of the First International Conference on Creationism (Vol. 1, pp. 3–9). Creation Science Fellowship.
Dunn, S. L. (2024). The clay consolidation problem and its implications for Flood geology models. Creation Research Society Quarterly, 60(3).
Klevberg, P., & Oard, M. J. (2023). Toward a lithification model in Flood geology. Creation Research Society Quarterly, 60(2), 128–143.
Terzaghi, K. (1943). Theoretical soil mechanics. John Wiley & Sons. [Consolidation theory originally set out in Erdbaumechanik, cited by Dunn as Terzaghi 1922.]
Vousdoukas, M. I., Velegrakis, A. F., & Plomaritis, T. A. (2007). Beachrock occurrence, characteristics, formation mechanisms and impacts. Earth-Science Reviews, 85(1–2), 23–46.
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- 2026-07-07
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