Journal of the Japan Society of Engineering Geology
Online ISSN : 1884-0973
Print ISSN : 0286-7737
ISSN-L : 0286-7737
Volume 21, Issue 3
Displaying 1-6 of 6 articles from this issue
  • Seishi OKUZONO, Kikuma IWATAKE, Kazuhiko IKEDA, Kishio SAKAI
    1980Volume 21Issue 3 Pages 119-122
    Published: September 30, 1980
    Released on J-STAGE: February 23, 2010
    JOURNAL FREE ACCESS
    It is discussed whether the measurement of vibration on stone or rock is useful to evaluate danger of rock-collapse at a slope quantitatively. Therefore the seismic tremors and the seismic noises produced by hammer blows are measured on the boulder stones or the loose parts of rock and then the resistibility of stones or rocks for movement are measured. Then the acceleration ratio, the maximum acceleration value, the r. m. s. value of the acceleration, the frequency spectrum and the transfer function are computed. The acceleration ratio above mentioned is the ratios the acclerations of the boulder stones or the loose parts of rock to that of the slope.
    The experimental results indicate the the acceleration ratio of the impulse produced by hammer blows has close relation with the resistibility of the boulder stones or the loose parts of rock and that there exist more obvious relation in the vertieal direction than the horizontal direction.
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  • Yoshinori TANAKA
    1980Volume 21Issue 3 Pages 123-131
    Published: September 30, 1980
    Released on J-STAGE: February 23, 2010
    JOURNAL FREE ACCESS
    This report deals with the results of swelling test using the mudstone samples controled to various water potential states, as well as the relation between the dry shrinking of mudstone and the water potential. Moreover, it deals with the simple prediction method of the swelling behavior of mudstone.
    The important matters clarified by tests are as follows:
    1) Water at pF 4.20-5.50in its potential state accounts for the large amount of water contained in mudstone, and the remarkable shrinking is produced by the dehydration of this water.
    2) The amount of swelling recovers almost the amount of shrinking so far as the test sample is not slaked by wetting. In this case, water at the higher pF gives the better swelling efficiency per unit water volume.
    3) The occurrences of slaking increase in the drying condition above pF5.50 of test sample before wetting.
    4) The minute cracks occurred in the drying process produce a considerable effect on shrinking and swelling behavior of mudstone.
    5) It is possible to predict the amount of swelling and the swelling behavior of mudstone by shrinkage ratio at furnace drying.
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  • on the Conception and Conditions of Occurrence of Mudflow
    Hideo KASAI
    1980Volume 21Issue 3 Pages 132-144
    Published: September 30, 1980
    Released on J-STAGE: February 23, 2010
    JOURNAL FREE ACCESS
    A few of large scale mudflow occur in mountainous regions a year in Japan, then damage results to roads, buildings and other works of man and affects often people's lives. Hence, in order to get methods of prediction and control of mudflow, various investigations on the phenomena have been carried out.
    In this report, many papers of the investigations were collected, and mainly summarized in order to examine the present state of understanding of the phenomena and to advance effective investigations in the future. Following points are deeply concerned, as part (I), which are definition, classification, nature of flowage, deposition and (topographical and geological) conditions of occurrence of mudffow.
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  • [in Japanese]
    1980Volume 21Issue 3 Pages 145-158
    Published: September 30, 1980
    Released on J-STAGE: February 23, 2010
    JOURNAL FREE ACCESS
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  • [in Japanese]
    1980Volume 21Issue 3 Pages 159-160
    Published: September 30, 1980
    Released on J-STAGE: February 23, 2010
    JOURNAL FREE ACCESS
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  • 1980Volume 21Issue 3 Pages e1
    Published: 1980
    Released on J-STAGE: February 23, 2010
    JOURNAL FREE ACCESS
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