The influence of salt concentration in solution being contained in Ohya Tuff samples on their stress-strain diagrams has been investigated.
The results are as follows.1. The stress-strain diagrams of Ohya Tuff samples saturated with Nacl solution are different from the stress-strain diagrams of its dry samples.
The stress-strain diagrams of dry samples are almost linear, but the stress-strain diagrams of the samples saturated with each solution indicate first under bulgy curves, and then, from one point to failure, above bulgy curves, so called S type curves.
2. The stress-strain diagrams of the samples saturated with each solution indicate S type curves and the strain at the situation of the point changing the bulge of curves becomes almost equal to the vertical strain caused by expanding. And, the compression of first step and second step are defined on the stress-strain diagrams.
3. A secant Young's modulus in the compression of first step, E
1 (Kg/cm
2), and a secant Young's modulus in the compression of second step, E
2 (Kg/cm
2), are defined. When NaC1 concentration in solution became dilute, E
1 and E
2 for Ohya Tuff indicated the tendency of a decline. And, the rate of a decline for E
2 was lower than that for E
1. These tendency were explained by the degree of becoming soft based on the expanding of soft rocks saturated with solution.
4. When NaCl concentration in solution being contained in samples heated becomes dilute, their secant Young's moduli do not indicate any change.
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