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Long Term Strength Gain of Controlled Low-Strength Materials
1998Controlled low-strength material (CLSM) is commonly used as a backfill in utility trenches and other applications. The fill must gain sufficient strength to allow for early repaying and support traffic loads. However, the ultimate strength of the fill material must not exceed 50 to 200 psi (0.344 to 1.38 MPa) to allow for re-excavation of the trench ...
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Long-term strength and viscoplasticity of clayey soils
Soil Mechanics and Foundation Engineering, 19951. The description of the process of the development of the viscoplastic deformations of soils over time is examined on a simple physical basis, which consists in the fact that the strain rate is proportional to the “overstress” with respect to the stabilized-state diagram in the region of both the state that is subcritical with respect to strength,
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Soil Mechanics and Foundation Engineering, 1968
S. S. Vyalov, N. K. Pekarskaya
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S. S. Vyalov, N. K. Pekarskaya
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Long-term strength of nonuniform pillars
Soviet Mining Science, 1970F. P. Bublik, G. A. Ivanov
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Estimating the long-term strength and time-to-failure of brittle rocks from laboratory testing
International Journal of Rock Mechanics and Minings Sciences, 2021James C Innocente +2 more
exaly
Long-term strength of asphalt concrete and its applications
Construction and Building Materials, 2020Bagdat Teltayev
exaly
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1978
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