The characteristics of regional soils in Kyushu and Okinawa, and soil improvement

九州、冲绳地区土壤特征及土壤改良

基本信息

  • 批准号:
    60302084
  • 负责人:
  • 金额:
    $ 4.42万
  • 依托单位:
  • 依托单位国家:
    日本
  • 项目类别:
    Grant-in-Aid for Co-operative Research (A)
  • 财政年份:
    1985
  • 资助国家:
    日本
  • 起止时间:
    1985 至 1987
  • 项目状态:
    已结题

项目摘要

The regional soils such as Ariake clays, decomposed granite, Onjaku soil, Shirasu, Kuroboku soil, Kunigami-maaji soil, and Shimajiri mudstone are distributed in Kyushu and Okinawa. These soils exhibit unusual geotechnical characteristics. The problems associated with these characteristics have arisen in the construction and preservation of soil structures, and soil conservation in agricultural field. In this research project the properties of these soils have been investigated, and the soil improvement procedure is presented. The following is the results obtained. 1.The soil improvement by addition of cement and lime to extra sensitive Ariake clays changes their properties into those similar to sands, resulting in an increase of shear strength. 2.Decomposed granite, Onjaku soil, and Kunigami-maaji soil have high natural water content and poor workability. The mechanical properties and erodibility of these soils can be improved by lowering the water content and increasing the density of the soils. 3.Onjaku and Kuroboku soil, which are not proper for filling materials, were mixed with decomposed sand stone and Shirasu. This procedure is effective to increase workability of the filling materials. 4.The long term stability of Shimajiri mud stone has been discussed in terms of the weathering effects on the mudstone softening. 5.Kunigami-maaji soil exhibiting high erodibility are widely distributed in Okinawa. High erodibility of this soil can be ascribed to the insufficient development of soil structure and low capability of water absorption and retention. 6.FEM programs to assess the stability of slopes in canal excavated in agricultural field heve been developed.
九州和冲绳分布有有明粘土、风化花岗岩、Onjaku土、Shirasu土、Kuroboku土、Kunigami-maaji土和岛尻泥岩等区域性土壤。这些土壤表现出不寻常的岩土工程特性。与这些特性相关的问题已经出现在土壤结构的建设和保护以及农业领域的土壤保护中。在本研究项目中,这些土壤的性质进行了调查,并提出了土壤改良程序。以下是获得的结果。1.通过向特别敏感的有明粘土中添加水泥和石灰来改良土壤,使其性质变为类似于砂的性质,从而增加了抗剪强度。2.分解花岗岩、Onjaku土壤和Kunigami-maaji土壤具有高天然含水量和差的可操作性。通过降低土壤含水量和增加土壤密度,可以改善这些土壤的力学性质和可蚀性。3.将不适合作为填料的Onjaku和Kuroboku土与分解的砂石和Shirasu混合。这一过程对提高填充材料的可加工性是有效的。4.从风化作用对泥岩软化的影响出发,探讨了岛尻泥岩的长期稳定性。5.在冲绳广泛分布着可蚀性很强的国上-真治土。土壤结构发育不全,吸水保水能力差,是造成土壤可蚀性强的主要原因。6.开发了农田渠道开挖边坡稳定性分析的有限元程序。

项目成果

期刊论文数量(17)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
Ohtsubo, M., Takayama, M., and Egashira, K.: "Effects of salt concentration and cation species on the remoulded strength of low swelling smectitic marine clays" Soils and Foundations. 27-2. 85-92 (1987)
Ohtsubo, M.、Takayama, M. 和 Egashira, K.:“盐浓度和阳离子种类对低膨胀蒙脱石海相粘土重塑强度的影响”土壤和地基。
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    0
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  • 通讯作者:
翁長 謙良: 琉球大学農学部学術報告. 33. 111-209 (1986)
Kenyoshi Onaga:琉球大学农学院学术报告。33. 111-209 (1986)。
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    0
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宜保清一: 地すべり. 23(3). 15-20 (1986)
义房诚一:山崩 23(3)。
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    0
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Takayama, M., Fujikawa, T., Okabe, T., and Higashi, T.: "Change in shear strength of saturated soft clay due to swelling and consolidation" Transactions of the Japanese Society of Irrigation, Drainage and Reclamation Engineering. 121. 47-56 (1986)
Takayama, M.、Fujikawa, T.、Okabe, T. 和 Higashi, T.:“由于膨胀和固结导致饱和软粘土剪切强度的变化”日本灌溉、排水和复垦工程学会学报。
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    0
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Gibo, S., Egashira, K., and Ohtsubo, M.: "Residual strength of smectite-dominated soils from the Kamenose landslide in Japan" Cenadian Geotechnical Journal. 24-3. 456-462 (1988)
Gibo, S.、Egashira, K. 和 Ohtsubo, M.:“日本 Kamenose 滑坡中以蒙皂石为主的土壤的残余强度” Cenadian Geotechnical Journal。
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    0
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TAKAYAMA Masateru其他文献

TAKAYAMA Masateru的其他文献

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{{ truncateString('TAKAYAMA Masateru', 18)}}的其他基金

Secondary Consolidation of Ariake Clay
有明粘土的二次固结
  • 批准号:
    10660232
  • 财政年份:
    1998
  • 资助金额:
    $ 4.42万
  • 项目类别:
    Grant-in-Aid for Scientific Research (C)
Compressibility of Compacted Weathered Basalt Soil
压实风化玄武岩土的压缩性
  • 批准号:
    08660299
  • 财政年份:
    1996
  • 资助金额:
    $ 4.42万
  • 项目类别:
    Grant-in-Aid for Scientific Research (C)
Evaluation of the characteristics of sediment in coastal shallow sea area and development of the prediction method for maddiness environment
沿海浅海区沉积物特征评价及疯狂环境预测方法开发
  • 批准号:
    06556039
  • 财政年份:
    1994
  • 资助金额:
    $ 4.42万
  • 项目类别:
    Grant-in-Aid for Developmental Scientific Research (B)
Consolidation and strength characteristics of Ariake soft clay
有明软粘土的固结及强度特性
  • 批准号:
    04452296
  • 财政年份:
    1992
  • 资助金额:
    $ 4.42万
  • 项目类别:
    Grant-in-Aid for General Scientific Research (B)

相似海外基金

Study on improvement of decomposed granite soils with biochar and compost co-application
生物炭与堆肥配施改良风化花岗岩土壤的研究
  • 批准号:
    16K07952
  • 财政年份:
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  • 批准号:
    24510261
  • 财政年份:
    2012
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    $ 4.42万
  • 项目类别:
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1999年6月广岛县局地暴雨引起的风化花岗岩土坡灾害动力及降雨特征研究
  • 批准号:
    12650503
  • 财政年份:
    2000
  • 资助金额:
    $ 4.42万
  • 项目类别:
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A study of improvement of physical property on decomposed granite soil depended on the difference of weathering
风化差异改善风化花岗岩土物理性质的研究
  • 批准号:
    08660297
  • 财政年份:
    1996
  • 资助金额:
    $ 4.42万
  • 项目类别:
    Grant-in-Aid for Scientific Research (C)
Slope failure mechanism of decomposed granite soil considering the variation of shear resistance under low pressure
低压下考虑抗剪力变化的风化花岗岩土边坡破坏机制
  • 批准号:
    02650347
  • 财政年份:
    1990
  • 资助金额:
    $ 4.42万
  • 项目类别:
    Grant-in-Aid for General Scientific Research (C)
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