UNDISTURBED SAMPLING OF SATURATED SANDS BY FREEZING
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概要
- 論文の詳細を見る
A method to obtain undisturbed samples of saturated clean sands is presented. In this method a mixture of ethanol and crushed dry ice is circulated through a buried tube to freeze a column of sand which is then pulled out en masse. Laboratory tests and theoretical analyses were conducted to examine factors influencing the quality of the samples with the following results : (1) For sands containing less than 5-percent fines, the expansive strains due to freezing were less than 0.1 percent when the vertical effective stress exceeded about 0.3 kg/cm^2; (2) a sequence of freezing and thawing had negligible effects on the strength and deformation characteristics of sands under drained conditions; (3) radial freezing in the field is not expected to cause significant change in the mean principal stress in the sand; and (4) the exterior part of the frozen column of sand nearly retained the in situ density. It is concluded that the proposed method of sampling is an effective means to obtain high quality undisturbed samples of clean sands below ground water table, with a built-in capability to check the quality of the samples by determining the density distribution in radial direction.
- 社団法人地盤工学会の論文
- 1978-09-15
著者
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吉見 吉昭
Professor Emeritus Tokyo Institute Of Technology Tokyo
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吉見 吉昭
Professor Tokyo Institute Of Technology
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畑中 宗憲
Research Engineer, Takenaka Technical Research Laboratory
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大岡 弘
Research Engineer, Building Research Institute, Ministry of Construction
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畑中 宗憲
Takenaka Technical Research Laboratory
関連論文
- CYCLIC UNDRAINED SHEAR PROPERTIES OF HIGH QUALITY UNDISTURBED TOKYO GRAVEL
- 飽和砂の液状化発生条件に対するセン断応力逆転度の影響
- 飽和砂の液状化発生条件に対すセン断応力逆転度の影響(『土質工学会論文報告集』Vol.15,No.3(1975年9月発行)掲載論文の概要)
- 砂地盤の液状化とその対策
- Soils and Foundations DURING THE 1960S
- SIMPLIFIED DESIGN OF STRUCTURES BURIED IN LIQUEFIABLE SOIL
- 凍結による飽和砂の乱さない試料採取(『土質工学会論文報告集』Vol. 18,No. 3(1978年9月発行)掲載論文の概要)
- UNDISTURBED SAMPLING OF SATURATED SANDS BY FREEZING
- INFLUENCE OF DEGREE OF SHEAR STRESS REVERSAL ON THE LIQUEFACTION POTENTIAL OF SATURATED SAND
- PORE PRESSURE DISSIPATION RATIO FOR A NONLINEAR CONSOLIDATION PROBLEM
- PORE PRESSURE DISSIPATION RATIO FOR A NONLINEAR CONSOLIDATION PROBLEM
- CYCLIC SIMPLE SHEAR TESTS ON SATURATED SAND IN MULTI-DIRECTIONAL LOADING