The time dependence of the supporting capacity of a material under given pressures is conventionally called the endurance of the given material. Other conditions being equal, a material under constant load breaks more rapidly when the load is greater.The relation between the compressive (tensile) stress in a specimen of a material, o, and the time to breakage (time of existence), t, is exponential:where t o and a are constants of the material.Thus, a graph of log t vs a gives a straight line 9 Equation (1) has been verified for a number of materials. Good agreement with (1) has been found in some metals [1], in silver chloride crystals [2], in polymers [3], and in watery plaster of Paris (Griggs, 1936), carnallite salts (Vodop'yanova and Urazova, 1964), single crystals of rock salt (Manke, 1934), and weak rocks (Fisenko, 1965).As well as experiments on endurance, investigations of creep in materials in which the results are analyzed by means of an equation of type (1) where e0 is a constant of the material, were found to be equal.In this article we give the results of some experiments on creep and long-term strength of specimens of potash salt of the Verkhnekamskaya and Starobin deposits and Cambrian clay from the Leningrad region. The specimens were prisms, 150 • 150 • 300 mm in size.The laboratory uniaxial-compression tests were performed in hundred-ton spring presses of type UDI [5]. Figure I shows a diagram of the press. The specimen 1 is positioned on movable crosspiece 2. By means of hydraulic jack 3 and screw 4, with a set of disk springs 5, the required load is transmitted via movable crosspiece 2 to the specimen 1. Nut 6 is screwed down threaded shaft 4 until it meets fixed crosspiece 7. Hydraulic jack 3 is released and the load is applied by column 8 and fixed crosspieces 7 and 9. During the experiment, the load is kept constant owing to the energy stored in the compressed stack of springs 5.During the experiments we measure the stresses and all the principal deformations of the specimen. The deformations are measured by means of a set of dial gages with 0.01-ram scale divisions. Figure 2 shows a rock specimen with a set of gages and special fixtures for their installation. The total longitudinal deformation of the specimen is measured by gages 1 and 2 (the latter cannot be seen in Fig. 2). The longitudinal deformation in the middle part of the specimen on a base of 100 mm is also measured by gages 3 and 4 (the latter cannot be seen in Fig. 2), fixed on special attachments in the form of plates with knife edges which set the base for the measurements. The transverse deformations in the middle part of the specimen are measured by means of gages 5 and 6fixed on brackets