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

被引:219
作者
Hale, PA
Shakoor, A
机构
[1] Gannett Fleming Inc, Pittsburgh, PA 15220 USA
[2] Kent State Univ, Dept Geol, Kent, OH 44242 USA
关键词
heating and cooling; wetting and drying; freezing and thawing; sandstone; durability; unconfined compressive strength;
D O I
10.2113/9.2.117
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
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.
引用
收藏
页码:117 / 130
页数:14
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