EVALUATION OF UNDRAINED SHEAR STRENGTH OF COHESIVE SOILS USING A FLAT DILATOMETER
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概要
- 論文の詳細を見る
The flat dilatometer (in-situ) testing device (DMT) has been used frequently North America and Europe during the short period of time since its introduction. The main advantages of the DMT are its simplicity, rapid and repetitive use for geotechnical engineering practice. This paper describes the use of the flat dilatometer (in-situ) testing device (DMT) in Japan. The discussion concentrates on the evaluation of undrained shear strength. Based on the limited available test data in Japan, an attempt has been made to determine the usefulness of Marchetti's equation related to undrained shear strength and to show the important modifications of the Marchetti's equations concerning the evaluation of undrained shear strength. In addition, a new equation has been developed to estimate the undrained shear strength c_u obtained from an unconfined compression test to establish a Japanese design manual for clay foundations.
- 社団法人地盤工学会の論文
- 1995-06-15
著者
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岩崎 公俊
Geotechnical Institute Kiso-jiban Consults Co. Ltd.
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亀井 健史
Department of Geoscience, Shimane University
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亀井 健史
Department Of Geology Shimane University
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亀井 健史
Department Of Civil Engineering The Technological University Of Nagaoka
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- フラット・ダイラトメーターによる粘性土地盤における原位置非排水せん断強さの評価
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