Characteristics of the Shrinkage Behavior on the Peaty Soils Studies on the farm land improvement of peaty bog in low area (I)
There is an extensive distribution of peaty soils in the West Tsugaru district in Aomori Prefecture. In this district, peaty soils must be used as base farm land. Since the shrinkage and the compressibility of peaty soils are quite considerable, the properties of these soils must be improved. Peaty...
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| Published in | Transactions of The Japanese Society of Irrigation, Drainage and Reclamation Engineering Vol. 1980; no. 87; pp. 8 - 15,a1 |
|---|---|
| Main Author | |
| Format | Journal Article |
| Language | Japanese |
| Published |
The Japanese Society of Irrigation, Drainage and Rural Engineering
25.06.1980
|
| Online Access | Get full text |
| ISSN | 0387-2335 1884-7234 |
| DOI | 10.11408/jsidre1965.1980.87_8 |
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| Abstract | There is an extensive distribution of peaty soils in the West Tsugaru district in Aomori Prefecture. In this district, peaty soils must be used as base farm land. Since the shrinkage and the compressibility of peaty soils are quite considerable, the properties of these soils must be improved. Peaty soils are divided into three types Root Mat, Peat and Muck. The author investigated the shrinkage behavior of these three soils. Their shrinkage characteristies are given as follows: (1) Root Mat: Ratio of shrinkage is smaller than those of Peat and Muck. Structural shrinkage begins at pF 1.1 and it's range is a somewhat long. There is almost no normal shrinkage. Residual shrinkage begins at pF 4.4 and this stage is very long. (2) Peat: Ratio of shrinkage is large. The stage of structural shrinkage shows shrinkage at the outset and the period of time for shrinkage is neither very long nor short. Normal shrinkage can be observed from pF 2.3 to pF 4.1 and it's range is a somewhat long. Residual shrinkage begins at pF 4.1 and the stage is short. (3) Muck: Ratio of shrinkage is large. Normal shrinkage begins at the first stage of shrinkage and continues up at to pF 3.0. Structural shrinkage appears slightly after pF 3.O. Residual shrinkage begins at pF 4.3 and it's range is very short. |
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| AbstractList | There is an extensive distribution of peaty soils in the West Tsugaru district in Aomori Prefecture. In this district, peaty soils must be used as base farm land. Since the shrinkage and the compressibility of peaty soils are quite considerable, the properties of these soils must be improved. Peaty soils are divided into three types Root Mat, Peat and Muck. The author investigated the shrinkage behavior of these three soils. Their shrinkage characteristies are given as follows: (1) Root Mat: Ratio of shrinkage is smaller than those of Peat and Muck. Structural shrinkage begins at pF 1.1 and it's range is a somewhat long. There is almost no normal shrinkage. Residual shrinkage begins at pF 4.4 and this stage is very long. (2) Peat: Ratio of shrinkage is large. The stage of structural shrinkage shows shrinkage at the outset and the period of time for shrinkage is neither very long nor short. Normal shrinkage can be observed from pF 2.3 to pF 4.1 and it's range is a somewhat long. Residual shrinkage begins at pF 4.1 and the stage is short. (3) Muck: Ratio of shrinkage is large. Normal shrinkage begins at the first stage of shrinkage and continues up at to pF 3.0. Structural shrinkage appears slightly after pF 3.O. Residual shrinkage begins at pF 4.3 and it's range is very short. |
| Author | YABASHI, Shingo |
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| References | 7) 河野英一: 水田作土の収縮挙動から見た工学的性質に関する研究, 農土論集, 81, pp.1-8 (1979 4) 竹中肇: 収縮挙動より見た土の工学的性質-土の工学的性質 (I)-, 農土論集, 14, pp.32-35 (1965 15) 農業土木学会西津軽地区土地基盤整備調査委員会: 西津軽地区土地基盤整備調査 (I)-ホ場排水の促進を主体として-, 農土誌, 47 (3), pp.5-23 (1979 6) 長堀金造, 荻野芳彦: 土壌構造と収縮変化について-干拓地水国土壌の土層改良に関する研究 (II)-, 農土論集, 43, pp.1-6 (1973 12) 東山勇: 土壌物理研究会編, 土の物理学, pp.148-149, 森北出版 (1979 16) 矢橋農吾: 泥炭土の改良に関する研究, 有機物含量と保水性との関係について, 弘大農報, No.22, pp.128-138 (1974 9) 大平至徳: 泥炭の構造模型とその特性値, 昭和36年土質工学会秋期講演会概要, pp.15-18 (1961 1) 農業土木学会西津軽地区土地基盤整備調査委員会: 西津軽地区土地基盤整備調査 (III)-泥炭地原野「萢」における整地工上の問題についで-, 農土誌, 47 (9), pp.5-8 (1979 10) 梅霞安治: 泥炭の保水機構のモデル, 昭和48年度農業土木学会大会要旨, pp.196-197 (1973 2) 山田裕: 土壌肥料大事典, p.298, 養賢堂 (1976 11) 月館光三, 吉田力, 東山勇: 泥炭のレオロジー的考察, 第15回農業土木学会土壤物理研究部会シソポジウム資料, pp.4-8 (1976 13) 竹中肇: 山崎不二夫監修, 土壌物理, p.179, 養賢堂 (1969 5) 佐藤晃一: 重粘土の物理特性に関する研究-粘土の収縮挙動について,(I)-, 農土論集, 24, pp.31-36 (1968 8) R. N. ヤング, B. P. ワーケンティン: 土質工学の基礎 (山崎不二夫, 山内豊聰監訳) pp.144-150, 鹿島出版会 (1972 3) 農業土木学会西津軽地区土地基盤整備調査委員会: 西津軽地区土地基盤整備調査 (I)-ホ場排水の促進を主体として-, 農土誌, 47 (3), pp.5-23 (1979 14) 農業土木学会西津軽地区土地基盤整備調査委員会: 西津軽地区土地基盤整備調査 (III)-泥炭地原野「萢」における整地工上の問題についで-, 農土誌 p.6. |
| References_xml | – reference: 10) 梅霞安治: 泥炭の保水機構のモデル, 昭和48年度農業土木学会大会要旨, pp.196-197 (1973) – reference: 13) 竹中肇: 山崎不二夫監修, 土壌物理, p.179, 養賢堂 (1969) – reference: 12) 東山勇: 土壌物理研究会編, 土の物理学, pp.148-149, 森北出版 (1979) – reference: 3) 農業土木学会西津軽地区土地基盤整備調査委員会: 西津軽地区土地基盤整備調査 (I)-ホ場排水の促進を主体として-, 農土誌, 47 (3), pp.5-23 (1979) – reference: 8) R. N. ヤング, B. P. ワーケンティン: 土質工学の基礎 (山崎不二夫, 山内豊聰監訳) pp.144-150, 鹿島出版会 (1972) – reference: 9) 大平至徳: 泥炭の構造模型とその特性値, 昭和36年土質工学会秋期講演会概要, pp.15-18 (1961) – reference: 14) 農業土木学会西津軽地区土地基盤整備調査委員会: 西津軽地区土地基盤整備調査 (III)-泥炭地原野「萢」における整地工上の問題についで-, 農土誌 p.6. – reference: 5) 佐藤晃一: 重粘土の物理特性に関する研究-粘土の収縮挙動について,(I)-, 農土論集, 24, pp.31-36 (1968) – reference: 7) 河野英一: 水田作土の収縮挙動から見た工学的性質に関する研究, 農土論集, 81, pp.1-8 (1979) – reference: 1) 農業土木学会西津軽地区土地基盤整備調査委員会: 西津軽地区土地基盤整備調査 (III)-泥炭地原野「萢」における整地工上の問題についで-, 農土誌, 47 (9), pp.5-8 (1979) – reference: 16) 矢橋農吾: 泥炭土の改良に関する研究, 有機物含量と保水性との関係について, 弘大農報, No.22, pp.128-138 (1974) – reference: 11) 月館光三, 吉田力, 東山勇: 泥炭のレオロジー的考察, 第15回農業土木学会土壤物理研究部会シソポジウム資料, pp.4-8 (1976) – reference: 15) 農業土木学会西津軽地区土地基盤整備調査委員会: 西津軽地区土地基盤整備調査 (I)-ホ場排水の促進を主体として-, 農土誌, 47 (3), pp.5-23 (1979) – reference: 4) 竹中肇: 収縮挙動より見た土の工学的性質-土の工学的性質 (I)-, 農土論集, 14, pp.32-35 (1965) – reference: 2) 山田裕: 土壌肥料大事典, p.298, 養賢堂 (1976) – reference: 6) 長堀金造, 荻野芳彦: 土壌構造と収縮変化について-干拓地水国土壌の土層改良に関する研究 (II)-, 農土論集, 43, pp.1-6 (1973) |
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| Subtitle | Studies on the farm land improvement of peaty bog in low area (I) |
| Title | Characteristics of the Shrinkage Behavior on the Peaty Soils |
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