2 edition of Numerical solutions for a rigid-ice model of secondary frost heave found in the catalog.
Numerical solutions for a rigid-ice model of secondary frost heave
by US Army Corps of Engineers, Cold Regions Research & Engineering Laboratory in [Hanover, N.H.]
Written in English
|Statement||Kevin O"Neill and Robert D. Miller ; prepared for Federal Highway Administration, U.S. Army Corps of Engineers, Federal Aviation Administration.|
|Series||CRREL report -- 82-13.|
|Contributions||Miller, Robert D. 1922-, United States. Federal Highway Administration., United States. Army. Corps of Engineers., United States. Federal Aviation Administration., Cold Regions Research and Engineering Laboratory (U.S.)|
|The Physical Object|
|Pagination||iii, 11 p. :|
|Number of Pages||11|
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Numerical solutions for a rigid-ice model of secondary frost heave. [Hanover, N.H.]: US Army Corps of Engineers, Cold Regions Research & Engineering Laboratory,  (OCoLC) Material Type: Government publication, National government publication: Document Type: Book: All Authors / Contributors: Kevin O'Neill; Robert D Miller.
Numerical solutions for a rigid-ice model of secondary frost heave. [Hanover, N.H.]: US Army Corps of Engineers, Cold Regions Research & Engineering Laboratory. MLA Citation. O'Neill, Kevin. and Miller, Robert D. and United States.
Federal Highway Administration. and United States. Army. Corps of Engineers. and United States. Cold Regions Science and Technology, 21 () Elsevier Science Publishers B.V., Amsterdam A simplified numerical solution of the Miller model of secondary frost heave A.C. Fowler and C.G.
Noon Mathematical Institute, Oxford University, St. Giles, Oxford OXI 3LB, UK (Received 15 July ; accepted after revision 1 February ) ABSTRACT We describe the method used by Cited by: Buy Numerical solutions for a rigid-ice model of secondary frost heave (CRREL report) by O'Neill, Kevin (ISBN:) from Amazon's Book Store.
Everyday low prices and free delivery on eligible : Kevin O'Neill. A rigid-ice model of secondary frost heave in air-free, solute-free, colloid-free soils has been described both qualitatively and quantitatively, but until now interacting equations constituting. A 'read' is counted each time someone views a publication summary (such as the title, abstract, and list of authors), clicks on a figure, or views or downloads the full-text.
Numerical solutions for a rigid-ice model of secondary frost heave. CRREL ReportHanover, NH. (Except for editorial altera- tions, this is substantially the same as the paper present- ed at the 2nd Int'l Symp. on Ground Freezing, op. cir.,Preprint Vol. 1. For one-dimensional soil freezing process, a separate-ice frost heave model is established, and the coupled process of heat transfer, fluid flow and stress development is considered in the model.
First, a coupled heat–fluid–stress model describing the growth of a single ice lens is developed by extending the coupled heat–fluid model presented by Zhou and Zhou (Can Geotech J 49(6) mechanism gives rise to secondary frost heave, and its mathematical description is often called the rigid ice model.
Attempts at practical calculations of frost heave using the rigid ice model can be found in pa- pers by O'Neill and Miller (, ), Holden (), Holden et al. (), and Black and Miller (). O’Neill K, Miller RD () Numerical solutions for a rigid-ice model of secondary frost heave.
US Army CRREL Report 82–13 Google Scholar Osterkamp TE, Romanovsky VE () Freezing of the active layer on the coastal plain of the Alaskan Arctic. The main equations and conditions at the phase transition front are presented for a generalized model of secondary frost heave in freezing fine-grained soils.
The analytical criterion for the stability/instability of the freezing phase front in porous media is derived. This criterion is obtained for the occurrence of the frost heave process by using the perturbation method in a two-dimensional.
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GeotechOffshoreFoundations MTC OWC - Free download as PDF File .pdf), Text File .txt) or read online for free. SPEPA | Porosity | Gases | Free day Trial | Scribd SPE paper. A New Attempt of 2-D Numerical Ice Flow Model to Reconstruct Paleoclimate from Mountain Glaciers. NASA Astrophysics Data System (ADS).
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Numerical Investigation of Ice Slurry Flow in a Horizontal Pipe. NASA Astrophysics Data System (ADS) Rawat, K. S.; Pratihar, A. In the last decade, phase changing m.
Ice Modeling The frost index, K, is used to determine the ice loading, defined as the sum of the daily mean temperature over all days whose mean temperature is below 0°. Wood Group Kenny developed a comprehensive FE model in which an extended PRF model for frost heave prediction is implemented.
The concept of water draining is introduced to the PRF and thus removes the limitation of temperature range and time derivative of temperature in the soil-pipe system.Problems & Solutions beta; Log in; Upload Ask No category; Lanc.A C.I.P. Catalogue record for this book is available from the Library of Congress.
ISBN (HB) ISBN (e-book) Published by Springer, P.O. AA Dordrecht, The Netherlands. S. and Tonni, L. Adapting a Generalized Plasticity Model to Reproduce the Stress-Strain Response of Silty.