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マサ土における単位体積重量と粒度組成を用いたせん断強度定数及び透水係数の推定の試み
https://nied-repo.bosai.go.jp/records/3034
https://nied-repo.bosai.go.jp/records/3034c1ddaf7e-1d84-4f91-8e50-8b8d7beb81b5
| Item type | researchmap(1) | |||||||||||||||||||||
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| 公開日 | 2023-04-27 | |||||||||||||||||||||
| タイトル | ||||||||||||||||||||||
| 言語 | ja | |||||||||||||||||||||
| タイトル | マサ土における単位体積重量と粒度組成を用いたせん断強度定数及び透水係数の推定の試み | |||||||||||||||||||||
| タイトル | ||||||||||||||||||||||
| 言語 | en | |||||||||||||||||||||
| タイトル | Predictive equation of shear-strength parameters and permeability of grus using by unit weight and grain size | |||||||||||||||||||||
| 言語 | ||||||||||||||||||||||
| 言語 | jpn | |||||||||||||||||||||
| 著者 |
若月強
× 若月強
× 佐々木良宜
× 田中幸哉
× 松倉公憲
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| 抄録 | ||||||||||||||||||||||
| 内容記述タイプ | Other | |||||||||||||||||||||
| 内容記述 | Based on the results of field measurement of physical and mechanical properties of hillslope materials in granitic mountains, the angle of shearing resistance (φ<i>sat</i>, degree), the cohesion (<i>C<sub>sat</sub></i>, gf/cm<sup>2</sup>) and the hydraulic conductivity (<i>K</i>, cm/sec) of grus under saturated water content were deduced by two parameters of unit weight and grain size of soil as following regression equations :<br>φ<i><sub>sat</sub></i>=22.2γ<i><sub>d</sub>CC</i><sub>0.0625</sub>+9.5(R<sup>2</sup>=0.71)<br><i>C<sub>sat</sub></i>=133.6γ<i><sub>d</sub></i>-55.7<i>CC</i><sub>2.0</sub>-100.0(R<sup>2</sup>=0.75)<br>log<sub>10</sub><i>K</i>=-1.512γ<i><sub>d</sub>CC</i><sub>2.0</sub><sup>-0.211</sup>(R<sub>2</sub>=0.79)<br>where γ<i><sub>d</sub></i> is the dry unit weight of soils (gf/cm<sup>3</sup>) and <i>CC</i><sub>D</sub> is the content for coarser grains than D mm. Since the values of <i>CC</i><sub>0.0625</sub> and <i>CC</i><sub>2.0</sub> can be easily measured by sieving method and γ<i><sub>d</sub></i> is estimated using simplified dynamic cone penetrometer, these parameters can be estimated using the above equations at many points and depths of the soil layer on steep mountains. | |||||||||||||||||||||
| 言語 | ja | |||||||||||||||||||||
| 抄録 | ||||||||||||||||||||||
| 内容記述タイプ | Other | |||||||||||||||||||||
| 内容記述 | Based on the results of field measurement of physical and mechanical properties of hillslope materials in granitic mountains, the angle of shearing resistance (φ<i>sat</i>, degree), the cohesion (<i>C<sub>sat</sub></i>, gf/cm<sup>2</sup>) and the hydraulic conductivity (<i>K</i>, cm/sec) of grus under saturated water content were deduced by two parameters of unit weight and grain size of soil as following regression equations :<br>φ<i><sub>sat</sub></i>=22.2γ<i><sub>d</sub>CC</i><sub>0.0625</sub>+9.5(R<sup>2</sup>=0.71)<br><i>C<sub>sat</sub></i>=133.6γ<i><sub>d</sub></i>-55.7<i>CC</i><sub>2.0</sub>-100.0(R<sup>2</sup>=0.75)<br>log<sub>10</sub><i>K</i>=-1.512γ<i><sub>d</sub>CC</i><sub>2.0</sub><sup>-0.211</sup>(R<sub>2</sub>=0.79)<br>where γ<i><sub>d</sub></i> is the dry unit weight of soils (gf/cm<sup>3</sup>) and <i>CC</i><sub>D</sub> is the content for coarser grains than D mm. Since the values of <i>CC</i><sub>0.0625</sub> and <i>CC</i><sub>2.0</sub> can be easily measured by sieving method and γ<i><sub>d</sub></i> is estimated using simplified dynamic cone penetrometer, these parameters can be estimated using the above equations at many points and depths of the soil layer on steep mountains. | |||||||||||||||||||||
| 言語 | en | |||||||||||||||||||||
| 書誌情報 |
ja : 砂防学会誌 en : 砂防学会誌 巻 58, 号 4, p. 13-21, 発行日 2005 |
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| 出版者 | ||||||||||||||||||||||
| 言語 | ja | |||||||||||||||||||||
| 出版者 | 砂防学会 | |||||||||||||||||||||
| 出版者 | ||||||||||||||||||||||
| 言語 | en | |||||||||||||||||||||
| 出版者 | Japan Society of Erosion Control Engineering | |||||||||||||||||||||
| ISSN | ||||||||||||||||||||||
| 収録物識別子タイプ | ISSN | |||||||||||||||||||||
| 収録物識別子 | 0286-8385 | |||||||||||||||||||||
| DOI | ||||||||||||||||||||||
| 関連識別子 | 10.11475/sabo1973.58.4_13 | |||||||||||||||||||||
