CONTROL METHOD ANALYSIS ON FROST HEAVE WITH GEOTEXTILES AS THE EFFECT OF CAPILLARY BREAKS IN SOILS
CONTROL METHOD ANALYSIS ON FROST HEAVE WITH GEOTEXTILES AS THE EFFECT OF CAPILLARY BREAKS IN SOILS
批准号:
04806033
负责人:
TSUCHIYA Fujio
金额:
$1.15万
依托单位国家:
日本
项目类别:
Grant-in-Aid for General Scientific Research (C)
财政年份:
1992
资助国家:
日本
项目状态:
已结题
起止时间:
1992 至 1993
中文摘要
为了开发实用的毛细断裂方法,利用几种土工布进行了室内试验,验证了其机理,并在三个冬季进行了现场调查。首先进行了毛细管上升试验,对几种土工布的性能进行了评价。然后将每条土工布放置在土柱的中高位置,保持水位不变。如果采用高截留和高霜敏感性的火山灰土,土工布对毛细断裂的影响是潜在的。在实验室冻胀试验中,试样被保持在4℃的底部,并在-6℃的温度下从顶部冻结。因此,两种厚土工布解释了水的吸收,并表明霜胀减少量低于50%。它们是具有三层结构的聚酯土工布和树脂粘合垫形织物,厚度从7.5毫米到10毫米不等。部分薄型土工布对冻胀的抑制效果不明显。野外试验采用数台溶渗仪,在离地表120 cm深的恒定水位条件下,连续3个冬季进行。土工布安装在最大霜冻穿透深度和地下水位之间。在实验室测试中使用的相同种类的厚土工布,在三个冬天里都能持久地减少霜胀。综上所述,用土工布进行毛细断裂的方法对控制冻胀具有重要的补救作用,而结构较厚的聚酯土工布对缓解土中的冻胀最为有效。
英文摘要
In order to develop the method of capillary breaks for the practical use, the laboratory experiments to prove the mechanism were conducted using several geotextiles, and field investigation was also carried out during three winters. The capillary rise experiment was first conduced to evaluate the potential of the several geotextiles. Then each geotextile was emplaced at mid-height in the soil column and water level was maintained at the same position. If a volcanic ash soil with high retention and high frost susceptivity was used, the potential of geotextiles was recognized for the effect of capillary breaks. In laboratory frost heave tests, the specimen was kept on the bottom at 4 C and was frozen from the too at -6 C.Consequently two kinds of thick geotextiles interpreted the uptake of water and indicated the effect of frost heave reduction by amounts below 50 percent. They were polyester geotextiles with three-layred structure and resin-bonding mat-shaped fabric, ranging from 7.5 mm to 10 mm in thickness. Some thin geotextiles did not show the effect of the reduction on frost heave. The field experiment was performed with several lysimeters under the constant water level conditions that was maintained at the 120 cm deep from the surface during three winters. The geotextiles were installed between the maximum frost penetration depth and the groundwater level. thick geotextiles, the same kinds used in the laboratory tests showed to be durable to reduce frost heave through three winters. In conclusion, it appears likely that the method of capillary breaks with geotextiles is significant for the remedies of frost heave control and the polyester geotextiles with thick structure were most effective to mitigate frost heave in soils.
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土谷富士夫・辻修・三島信雄・横田聖哉: "ジオテキスタイルの毛管遮断効果による凍上抑制" 農業土木学会誌. 60(12). 25-28 (1992)
Fujio Tsuchiya、Osamu Tsuji、Nobuo Mishima 和 Seiya Yokota:“土工织物的毛细管阻塞效应抑制冻胀”,日本农业和土木工程师学会杂志 60(12)(1992 年)。
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通讯作者:
土谷富士夫・三島信雄ら: "ジオテキスタイル遮水工法による凍上抑制試験" 第6回寒地環境工学合同シンポジウム講演論文集. 191-197 (1993)
Fujio Tsuchiya,Nobuo Mishima等:“土工布防渗施工方法的冻胀抑制试验”第六届寒地环境工程联合研讨会论文集191-197(1993)。
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F.TSUCHIYA, N.MISHIMA and S.YOKOTA: "Field experiment for frost heave reduction using geotextiles as capillary breaks" Fourth International Symposium on Cold Region Development, Finland. (in press). (1994)
F.TSUCHIYA、N.MISHIMA 和 S.YOKOTA:“利用土工织物作为毛细管断裂来减少冻胀的现场实验”第四届寒冷地区发展国际研讨会,芬兰。
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F.TSUCHIYA,N.MISHIMA etc.: "Field experiment for frost heave reduction using geotextiles as capillary breaks" Fourth International Symposium on Cold Region Development,Finland. (1994)
F.TSUCHIYA,N.MISHIMA等:“利用土工布作为毛细管破口减少冻胀的现场试验”,第四届国际寒冷地区开发研讨会,芬兰。
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F.TSUCHIYA,O.TSUJI and N.MISHIMA: "Effect of geotextiles as capillary breaks on frost heave reduction" The Seventh International Symposium on Ground Freezing,France. (受理). (1994)
F.TSUCHIYA、O.TSUJI 和 N.MISHIMA:“土工织物作为毛细管破裂对减少冻胀的影响”,第七届地面冻结国际研讨会,法国(1994 年已接受)。
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共 17 条
Mongolian Forest Fires Influence to Gegrated Permafrost with Global Warming and Effects on Heat Pipe Control
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批准号:11691168
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项目类别:Grant-in-Aid for Scientific Research (B)
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资助金额:$3.84万
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财政年份:1999
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负责人:TSUCHIYA Fujio
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依托单位:
STUDIES ON STRUCTURE AND EFFICIENCY OF FROZEN GROUND STORAGE WITH HEATPIPESUSING NATURAL COLD ENERGY
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批准号:08556036
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项目类别:Grant-in-Aid for Scientific Research (A)
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资助金额:$10.3万
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财政年份:1996
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负责人:TSUCHIYA Fujio
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依托单位:
Development of artificial permafrost storage and the annual fluctuation
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批准号:02806045
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项目类别:Grant-in-Aid for General Scientific Research (C)
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资助金额:$1.41万
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财政年份:1990
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负责人:TSUCHIYA Fujio
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依托单位:
海外基金