RESEARCH OF THE DYNAMIC AND THE RAIN CHARACTERISTIC OF THE DECOMPOSED GRANITE SOIL SLOPE CALAMITY BY THE LOCAL SEVERE RAIN OF JUNE, 1999 HIROSHIMA PREFECTURE
RESEARCH OF THE DYNAMIC AND THE RAIN CHARACTERISTIC OF THE DECOMPOSED GRANITE SOIL SLOPE CALAMITY BY THE LOCAL SEVERE RAIN OF JUNE, 1999 HIROSHIMA PREFECTURE
批准号:
12650503
负责人:
KOBORI Shigehisa
金额:
$0.77万
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (C)
财政年份:
2000
资助国家:
日本
项目状态:
已结题
起止时间:
2000 至 2001
中文摘要
1)在降雨渗透作用下边坡崩塌机理的试验研究中,利用一个试验边坡,通过改变厚层的存在、密度、地下水类型和降雨强度进行试验。结果表明,具有足够颗粒尺寸的地面不会轻易塌陷,只有地下水具有塌陷的危险。2)在1999年6月的暴雨灾害的“悬崖问卷”研究中,对吴市将有斜坡的住宅区进行了研究,分析和检验了一个悬崖的问卷。在与第一年使用的室内雨水渗透实验相同的模型边坡上,使用风化花岗岩土和河砂进行了各种实验结果表明:25 min后,风化花岗岩土在30 min后产生孔压,河砂分别在5 min和10 min左右达到最大孔压。4)风化花岗岩土的动力特性在固结排水条件下进行了“3-6”扰动饱和三轴压缩试验。5)对风化花岗岩土崩塌边坡的雨灾和地震灾害进行了对比分析。其结果是,暴雨灾害主要集中在陡坡周边的脚口处,地震灾害又发生在城区东西方向的石壁结构崖上,城区内也出现了多处崩塌
英文摘要
1) In experimental research of the slope collapse mechanism by rain osmosis, it experimented by changing the existence of thick layer, density and a groundwater style and rain intensity using an experiment slope. It turns out that the ground with a sufficient particle size cannot collapse easily as a result, and that only groundwater has the danger of collapse.2) The residential area which will have a slope in Kure in research of "the questionnaire of cliff" about a heavy rain calamity in June, 1999 performed, analyzed and examined the questionnaire of a cliff.3) Various experiments were conducted on the same model slope as the indoor rain osmosis experiment used in the first year using the decomposed granite soil and river sand as a result, after 25 minutes, the decomposed granite soil generated pore pressure after 30 minutes and river sand reached after about 5 minutes and 10 minutes respectively at the maximum pore pressure quick.4) The dynamic characteristic of the decomposed granite soil performed the saturation 3 axis compression examination for "3-6 an-disturbed on consolidation drainage condition. The correlation of density and intensity was obtained as a result.5) Comparison examination of the rain calamity and earthquake calamity in the decomposed granite soil collapse slope was carried out. As a result, the rain calamity collapsed focusing on the foot port of the circumference of a steep slope, the earthquake calamity was generated in the direction of east and west of a city area at the cliff of stone wall structure again, and many collapse was seen also in the city area
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小堀慈久,花田直也: "降雨浸透による斜面崩壊機構の実験的研究"第53回土木学会中国支部技術研究会講演概要集. (発表予定). 50-51 (2001)
小堀吉久、花田直哉:“降雨入渗引起的边坡破坏机制的实验研究”第53届日本土木学会中国分会技术研究组摘要(待提交)50-51(2001)。
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小堀 慈久: "土質力学"コロナ社. 223 (2001)
Jiku Kobori:“土壤力学” Coronasha 223 (2001)。
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Shigehisa KOBORI: "Experimental research of the slope collapse mechanism by rain osmosis"The collection of the 53rd Japan society of civil engineers chyugoku branch technical research meeting lecture outlines. 299-300 (2001)
小堀重久:《雨水渗透引起的边坡崩塌机理的实验研究》第53届日本土木学会中国分会技术研究会演讲提要集。
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Shigehisa KOBORI: "Comparison examination of a rain calamity and an earthquake calamity in a decomposed granite soil slope"The Collection of the 54rd Japan society of civil engineers ihyugoku branch technical research meeting lecture outlines. 43-44 (2002
小堀重久:《风化花岗岩土坡中的雨灾和地震灾害的比较研究》第54届日本土木学会ihyugoku分部技术研究会演讲概要集。
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Shtgehisa KOBORI: "Soii ljlechanics"Corona printing press. Co, Ltd.. 223
Shtgehisa KOBORI:“Soii ljlechanics”Corona 印刷机。
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共 16 条