応用地質
Online ISSN : 1884-0973
Print ISSN : 0286-7737
ISSN-L : 0286-7737
18 巻, 3 号
選択された号の論文の5件中1~5を表示しています
  • 沖積段丘から読みかえられる現象
    今村 遼平
    1977 年 18 巻 3 号 p. 89-106
    発行日: 1977/09/30
    公開日: 2010/02/23
    ジャーナル フリー
    In the previous paper (Imamura, 1976), author discussed on the importance of dynamic geological informations which are obtainable from static geomorphological and geological informations and principle of grasping methods, that is
    (1) type of dynamic geological phenomena
    (2) movement (displacement, variation, change) of the earth surface due to occurrence of the phenomena
    (3) time informations concerned with occurring these phenomena.
    Although (3) was explained through concrete examples, (1), (2) where ended in a description of authors idea because of space limitations in the paper. Accordingly, grasping principle of (2) mentioned above is discussed in this paper through the concrete example, that is “alluvial terrace”, on which will be important to engineering geology in the future in our country.
  • 高谷 精二
    1977 年 18 巻 3 号 p. 107-116
    発行日: 1977/09/30
    公開日: 2010/02/23
    ジャーナル フリー
    The geological structure of Ehime prefecture is classified into four terrains, from north to south; Ryoke terrains, Sambagawa metamorphic terrain, Chichibu terrain and Shimanto terrain. The land slide areas exist maily in Sambagawa metamorphic terrain and Mikabu tectonic terrain. Mikabu tectonic terrain lies along the southern periphery of Sambagawa terrain.
    The clay samples used for experiments were collected from 24 points in Sambagawa terrain and 6 points in Mikabu terrain.
    The results of X-ray diffraction showed that principal clay minerals of the land slide areas in Sambagawa terrain are Chlorite and Illite, and that those in Mikabu terrain are Montmollironite and Chlorite.
  • Shin IWANAGA, Teruki ISHIBASHI
    1977 年 18 巻 3 号 p. 117-124
    発行日: 1977/09/30
    公開日: 2010/02/23
    ジャーナル フリー
  • 林田 精郎
    1977 年 18 巻 3 号 p. 125-130
    発行日: 1977/09/30
    公開日: 2010/02/23
    ジャーナル フリー
    From the results of a field and laboratory investigation, at the upper part of a ground water level, the non-silicified mud stone of Izumi group (Cretaceous period) shows a rapid weathering by the cyclic variation of a pore water content. So the banking and the talus deposit with this mud stone fragment are rapidly decomposed during short term and some-times are destroyed by a land slip.
    The main reasons for this property of the mud stone are the followin three;
    (1) this mud stone is not silicfied,
    (2) this mud stone is consisted of the expansive mixed layer clay minerals and has a high swelling potential,
    (3) this mud stone which deposited in the sea environment holds many soluble salts in rock pores.
    At the southern foot of Izumi mountain system, there are many land slides which are mostly ascribed to such physico-chemical property of the mud stone.
  • 竹内 篤雄, 秋林 智
    1977 年 18 巻 3 号 p. 131-137
    発行日: 1977/09/30
    公開日: 2010/02/23
    ジャーナル フリー
    A similation model on the distribution of underground temperature was given on the basis of the investigation about underground temperature survey in the Matsunoyama landslide area. The results of its numerical analysis where as follows;
    (1) If the velocity of underground water, is larger than 2×10-2cm/sec, the heat transmission caused by the flow of the water was very distinguished as compared with that by the heat conduction into the veinstream from soil mass. On the other hand, in situ, as its velocity in the Matsunoyama landslide area is 1.6×10-1cm/sec, it is presummed that the temperature of its flow direction is about the same temperature at the mouth of the vein-stream.
    (2) In the Matsunoyama landslide area, the maximum value of difference between a normal temperature at the same depth, which is influenced considerably by the vein-stream, appears from August to September. Therefore, it is the most suitable to carry out the underground temperature survey on the period.
    This similation involves some simplifies and assumptions. Therefore, in future, the model is discussed by using many data in situ and may be developed to the practical survey method.
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