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Vergleichsstudie zur Kompressibilität und zu den Scherparametern von Ton aus Ödometer- und Rahmenscherversuchen [Comparative study on compressibility and shear parameters of clay from odometer and frame humming experiments]
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|Alternate Title:||Comparative study on compressibility and shear parameters of clay from odometer and frame humming experiments|
|Authors:||Schwiteilo, Erik; Herle, Ivo|
|Volume Title:||Geotechnik (Essen)|
|Source:||Geotechnik (Essen), 40(3), p.204-217. Publisher: Ernst & Sohn, a Wiley Brand (for Deutsche Gesellschaft für Geotechnik), Berlin, Germany. ISSN: 0172-6145|
|Note:||In German. 11 refs.|
|Summary:||Comparative study on the compressibility and shear parameters of clay from oedometer and direct-shear tests. Results of oedometer and direct shear tests, which were performed in several laboratories, are compared and analysed. In order to obtain homogeneous and reproducible samples, a clayey soil was remolded and pre-consolidated. The handling of the soil specimens and detailed testing procedures were described and communicated to each participating laboratory. The evaluated soil properties scatter in a relatively wide range. The analysis of the results shows that a large part of the scatter originates from the testing conditions. Abstract Copyright (2017), Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin.|
|Subjects:||Clastic sediments; Clay; Compressibility; Consolidometer tests; Critical review; Evaluation; Experimental studies; Laboratory studies; Methods; Sediments; Shear strength; Shear tests; Soil mechanics|
|Copyright Information:||GeoRef, Copyright 2021 American Geosciences Institute. Reference includes data from Geoline, Bundesanstalt fur Geowissenschaften und Rohstoffe, Hanover, Germany|
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