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- W83233742 abstract "SYNOPSIS The back analysis of two typical slidings which happend at 15 m deep excavations in the heavy fissured triassic sediments showed values for the shear strength of the clayey joints of φ'L = 18°-20° and c'L ≤ 0,0075 Mpa. The foundation and rock conditions and the sliding mechanism are described in the following report." @default.
- W83233742 created "2016-06-24" @default.
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- W83233742 date "1988-01-01" @default.
- W83233742 modified "2023-09-27" @default.
- W83233742 title "BACK ANALYSIS OF THE SHEAR STRENGTH OF A FOLDED ROCK" @default.
- W83233742 doi "https://doi.org/10.1016/b978-0-08-035894-9.50113-x" @default.
- W83233742 hasPublicationYear "1988" @default.
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