A Laboratory Investigation of the Effects of Cyclic Heating and Cooling, Wetting and Drying, and Freezing and Thawing on the Compressive Strength of Selected Sandstones

Research Article| February 01, 2003 A Laboratory Investigation of the Effects of Cyclic Heating and Cooling, Wetting and Drying, and Freezing and Thawing on the Compressive Strength of Selected Sandstones PAUL A. HALE; PAUL A. HALE 1Gannett Fleming, Inc., Foster Plaza III, Suite 200, 601 Holiday Drive, Pittsburgh, PA 15220 Search for other works by this author on: GSW Google Scholar ABDUL SHAKOOR ABDUL SHAKOOR 2Department of Geology, Kent State University, Kent, OH 44242 Search for other works by this author on: GSW Google Scholar Environmental & Engineering Geoscience (2003) 9 (2): 117–130. https://doi.org/10.2113/9.2.117 Article history first online: 02 Mar 2017 Cite View This Citation Add to Citation Manager Share Icon Share Facebook Twitter LinkedIn MailTo Tools Icon Tools Get Permissions Search Site Citation PAUL A. HALE, ABDUL SHAKOOR; A Laboratory Investigation of the Effects of Cyclic Heating and Cooling, Wetting and Drying, and Freezing and Thawing on the Compressive Strength of Selected Sandstones. Environmental & Engineering Geoscience 2003;; 9 (2): 117–130. doi: https://doi.org/10.2113/9.2.117 Download citation file: Ris (Zotero) Refmanager EasyBib Bookends Mendeley Papers EndNote RefWorks BibTex toolbar search Search Dropdown Menu toolbar search search input Search input auto suggest filter your search All ContentBy SocietyEnvironmental & Engineering Geoscience Search Advanced Search Abstract Six different sandstones were studied to investigate and quantify the effects of heating and cooling, wetting and drying, and freezing and thawing (climatic changes) on their unconfined compressive strength values. The unconfined compressive strength was measured on NX-size (54-mm) core samples after subjecting them to 0, 10, 20, 30, 40, and 50 cycles of heating and cooling, wetting and drying, and freezing and thawing treatments. Results indicated that neither heating and cooling nor wetting and drying reduced the strength of the sandstones tested by any significant amount, but freezing and thawing did significantly diminish the strength of at least three of the six sandstones. The results also indicated that there is a range of porosity values (2 to 7 percent) over which significant deterioration occurs during multiple freeze-thaw cycles. You do not have access to this content, please speak to your institutional administrator if you feel you should have access.