Validation of the cone penetrometer suitability for determining the state of soil-Reference-Cited by-同舟云学术

Validation of the cone penetrometer suitability for determining the state of soil

Published:2018-12-01 Issue:4 Volume:64 Page:265-280
ISSN:1230-2945
Container-title:Archives of Civil Engineering
language:
Short-container-title:

Author:

Maślakowski M.¹,Brzeziński K.²,Zbiciak A.³,Józefiak K.⁴

Affiliation:

1. PhD., Warsaw University of Technology, Faculty of Civil Engineering, Kaczyńskiego16, 00-637Warsaw, Poland

2. PhD., Eng., Warsaw University of Technology, Faculty of Civil Engineering, Kaczyńskiego16, 00-637Warsaw, Poland

3. DSc., PhD., Eng., Warsaw University of Technology, Faculty of Civil Engineering, Kaczyńskiego16, 00-637Warsaw, Poland

4. MSc.., Eng., Warsaw University of Technology, Faculty of Civil Engineering, Kaczyńskiego16, 00-637Warsaw, Poland

Abstract

AbstractThe subject matter of this paper is assessment of the suitability of a dynamic cone penetrometer for determination of the state of soil. The principle of operation of the dynamic cone penetrometer, similar to commonly used DPL penetrometers, is described in the paper. Next the results of investigation conducted in Poland using a new dynamic cone penetrometer are presented. A series of measurements were performed in real field conditions. An attempt was made to correlate the results obtained with the dynamic and static cone penetrometers (CPT) respectively. These correlations were then subjected to validation to obtain a preliminary evaluation of the suitability of the dynamic cone penetrometer for determining the state of soil.

Publisher

Walter de Gruyter GmbH

Subject

Civil and Structural Engineering

Link

https://content.sciendo.com/downloadpdf/journals/ace/64/4/article-p265.xml

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