Studies on the Control of Slope Failure and Soil Loss by Rainfall due to Land Development in the Red Soil Area in Okinawa
Studies on the Control of Slope Failure and Soil Loss by Rainfall due to Land Development in the Red Soil Area in Okinawa
批准号:
06660309
负责人:
GIBO Seiichi
金额:
$1.34万
依托单位国家:
日本
项目类别:
Grant-in-Aid for General Scientific Research (C)
财政年份:
1994
资助国家:
日本
项目状态:
已结题
起止时间:
1994 至 1995
中文摘要
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英文摘要
In the red soil (commonly called Kunigami Maaji) area in Okinawa, slope failures occur controled by the strike of weak planes such as bedding and joint plane. The shear strength along weak planes is lowered to the value close to residual strength. The peak strength is mobilized in shear zones where weak plane does not exist. The peak strength was measured for undisturbed samples from slope failures using a triaxial compression apparatus. The fully-softened strength and residual strength were measured for slurry of disturbed samples using a ring shear apparatus. Peak strength parameters were c_f=3.0kPa16.1kPa, phi_f=28.5? A1-43.5? A1. Fully-softened strength parameters were c_<sf>=0kPa-7.9kPa, phi_<sf>=35.0? A1-40.0? A1. Residual strength parameters were c_r=0kPa, phi_r=16.5? A117.9? A1 for soils containing vermiculite and high clay content, and c_r=0kPa, phi_r=19.8? A1-33.3? A1 for quartz and small gravels-dominated soils, both higher than thosef or landslide soils. This is because cla … More y particles in the red soil are poorly oriented, and, furthermore, the quartz and small gravels in the soils affected to make the residual strength high.The field shear strength (a average shear strength along the slip surface) and shear strength parameters of the soil from the slip surface were evaluated for the Makiya slope failure occurring in the red soil area based on the stability analysis method in which the residual factor was incorporated.A back-analysis of this slope failure showed that feild shear strengths are greater than residual strengths but smaller than peak strengths. The design strength parameters for control works were calculated by the proposed method and also by the graphic solution based on the back-analysis and shear strength parameters of the soil.The soil loss testing was performed by using a rainfall simulator in order to clear up that organic materials have the effect of erosion control on red soils. The quantity of runoff soil loss was small in the order of charcoal mixed soil, organic material mixed soil, wood shavings mixed soil and original soil. 10%charcoal mixed soil showed the more effective erosion control than original soil by 70%. Less
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翁長・宜保・楊・呉屋: "有機質資材混入による侵食抑制効果について" 農業土木学会九州支部講演集. 253-256 (1995)
Onaga、Gibo、Yang 和 Goya:“混合有机材料的侵蚀控制效果”日本农业和土木工程师学会九州分会会议记录 253-256(1995)。
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宜保清一・佐々木慶三・周亜明・江頭和彦: "中国,岷江および右支雑谷脳河流域の地すべり" 地すべり. 32巻4号. 41-48 (1996)
Seiichi Gibo、Keizo Sasaki、Yamei Zhou 和 Kazuhiko Egashira:“中国岷江和牛千谷脑河流域的滑坡”,第 32 卷,第 4. 41-48 期(1996 年)。
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宜保・周・辛島・翁長: "沖縄,赤黄色土地帯の崩壊土岩の強度特性" 農業土木学会講演要旨集. 20-21 (1994)
Gibo、Shu、Karashima 和 Onaga:“冲绳红黄土地区崩塌土壤和岩石的强度特征”日本农业和土木工程师学会会议记录 20-21 (1994)。
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宜保清一・辛島光彦・江頭和彦・吉沢光三: "沖縄、赤土地帯の崩壊土の強度特性" 農業土木学会誌. (投稿予定).
Seiichi Gibo、Mitsuhiko Karashima、Kazuhiko Egashira、Kozo Yoshizawa:“冲绳红土地带塌陷土的强度特征”,日本农业土木工程学会杂志(待提交)。
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Yaming Zhou・Seiichi Gibo Kazuhiko Egashira・Kenryo Onaga Kenkichi Maruyama: "Strength Characteristics of the Fractured-Mudstone and the Softened-Mudstone from Landslides in the Shimajiri-Group Area, Okinawa" Landslides-Journal of Japan Landslide Society-.
周亚明、义房诚一、江头和彦、小长健良、丸山健吉:“冲绳岛尻群地区滑坡产生的裂隙泥岩和软化泥岩的强度特征”滑坡-日本滑坡学会杂志-。
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共 15 条
Studies on Three-Dimensional Stability Analysis Procedure in which the Residual Factor is Incorporated
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批准号:13660247
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项目类别:Grant-in-Aid for Scientific Research (C)
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资助金额:$2.24万
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财政年份:2001
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负责人:GIBO Seiichi
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依托单位:
A study of residual strength and method for evaluating the stability of slopes
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批准号:01460237
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项目类别:Grant-in-Aid for General Scientific Research (B)
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资助金额:$1.73万
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财政年份:1989
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负责人:GIBO Seiichi
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依托单位:
海外基金