Applicable one-dimensional frozen method for obtaining undisturbed natural sand material containing fine particles
Applicable one-dimensional frozen method for obtaining undisturbed natural sand material containing fine particles
批准号:
11555127
负责人:
YASHIMA Atsushi
金额:
$4.22万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (B).
财政年份:
1999
资助国家:
日本
项目状态:
已结题
起止时间:
1999 至 2000
中文摘要
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英文摘要
Laboratory tests on undisturbed natural sand samples are necessary to assess the liquefaction potential of the sandy ground and to design countermeasures against soil liquefaction. The ground freezing technique has been sometimes used before sand sampling at the field. This technique is, however, well known to be very expensive. On the other hand, the tube sampling technique is much cheaper then the ground freezing technique. The quality of the sample retrieved by the tube sampling technique has been, however, found to be lower than that by the ground freezing technique.In this study, to improve the quality of the sand sample by the tube sampling technique, the coring tube was redesigned and antifreeze liquid was used to solidify the sand particles and ground water before retrieving the coring tube. The proposed sampling technique was tried at the reclaimed ground in Kishiwada city, Osaka.Triaxial compression tests on undisturbed samples retrieved by the proposed technique were carried out using large diameter specimens. The experimental results were compared with those obtained from the reconstituted specimens. It is found that the undisturbed specimen has higher stiffness than the reconstituted specimen.Sand and clay samplings were also conducted at Port Island and Rokko Island to compare the liquefaction potential of both reclaimed islands. Laboratory tests on undisturbed clayey samples were carried out to investigate cyclic strength of clay and consolidation history. PS loggings were also conducted at both islands. Based on laboratory and in situ investigations, the difference in the liquefaction disaster appeared on both islands during the 1995 Hyogoken-Nambu Earthquake was explained.
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岡二三生: "砂の細粒分組成と液状化の抵抗の関係について"液状化メカニズム・予測法と設計法に関するシンポジウム発表論文集. 1. 419-424 (1999)
Fumi Oka:“砂的细粒成分与液化阻力之间的关系”液化机制、预测方法和设计方法研讨会论文集 1. 419-424 (1999)。
DOI:
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作者:
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通讯作者:
Fusao Oka: "Time dependent ground motion amplification at reclaimed land after the 1995 Hyogo-ken-nanbu earthquake"Proc.12WCEE. 2046 (2000)
Fusao Oka:“1995 年兵库县南部地震后开垦土地上随时间变化的地面运动放大”Proc.12WCEE。
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作者:
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通讯作者:
Oka, F., Sugito, M., Yashima, A., Furumoto, Y.and Yamada, K.: "Time dependent ground motion amplification at reclaimed land after the 1995 Hyogo-ken-nanbu earthquake"Proc.12WCEE. (CD-ROM)2046. (2000)
Oka, F.、Sugito, M.、Yashima, A.、Furumoto, Y. 和 Yamada, K.:“1995 年兵库县南布地震后填海地区随时间变化的地面运动放大”Proc.12WCEE。
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Fusao Oka: "Time dependent ground motion amplification at reclaimed land after the 1995 Hyago-ken-Nanbz earthquak"Proc. 12WCEE. CD. 2046 (2000)
Fusao Oka:“1995 年 Hyago-ken-Nanbz 地震后开垦土地上随时间变化的地面运动放大”Proc。
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作者:
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通讯作者:
Sugito, M., Oka, F., Yashima, A., Furumoto, Y.and Yamada, K.: "Time-depenground motion amplification characteristics at reclaimed land after the 1995 Hyogoken Nambu Earthquake"Engineering Geology. 56. 137-150 (2000)
Sugito, M.、Oka, F.、Yashima, A.、Furumoto, Y. 和 Yamada, K.:“1995 年兵库县南部地震后填海区的时间相关运动放大特性”工程地质。
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共 22 条
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海外基金