1989Publication of: Telford (Thomas) LimitedRequires access

DETERMINATION OF REPRESENTATIVE CPT-PARAMETERS. PENETRATION TESTING IN THE UK. PROCEEDINGS OF THE GEOTECHNOLOGY CONFERENCE ORGANIZED BY THE INSTITUTION OF CIVIL ENGINEERS AND HELD IN BIRMINGHAM ON 6-8 JULY 1988

Henry G. Harder, G Von Bloh

Open publisher page 8 citations

Abstract

A computerized 8-step procedure to determine representative cone penetration test (CPT) parameters is presented, which has been developed within a comprehensive research program on the facilities of CPTs in geotechnical every day engineering. The results of the procedure are the soil stratification and the input parameters for any soil classification and correlation chart. The quality of the results is at least the same as in case of borings with classification of disturbed samples by drillers, but it depends on the most accurate calibration of the whole system, as large capacity cones are used.(A) For the covering abstract of the conference see IRRD 828222.

About this research paper

What this paper is about

A computerized 8-step procedure to determine representative cone penetration test (CPT) parameters is presented, which has been developed within a comprehensive research program on the facilities of CPTs in geotechnical every day engineering. The results of the procedure are the soil stratification and the input parameters for any soil classification and correlation chart. The quality of the results is at least the same as in case of borings with classification of disturbed samples by drillers, but it depends on the most accurate calibration of the whole system, as large capacity cones are used.(A) For the covering abstract of the conference see IRRD 828222.

Why it matters

OpenAlex reports 8 citations for this work. Citation counts describe recorded attention and do not establish research quality.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

A computerized 8-step procedure to determine representative cone penetration test (CPT) parameters is presented, which has been developed within a comprehensive research program on the facilities of CPTs in geotechnical every day engineering. The results of the procedure are the soil stratification and the input parameters for any soil classification and correlation chart. The quality of the results is at least the same as in case of borings with classification of disturbed samples by drillers, but it depends on the most accurate calibration of the whole system, as large capacity cones are used.(A) For the covering abstract of the conference see IRRD 828222.

Key concepts: Chart, Cone penetration test, Geotechnical engineering, Engineering, Civil engineering, Forensic engineering, Geology, Environmental science

Related papers

Back to paper searchBrowse research topicsOriginal source
DETERMINATION OF REPRESENTATIVE CPT-PARAMETERS. PENETRATION TESTING IN THE UK. PROCEEDINGS OF THE GEOTECHNOLOGY CONFERENCE ORGANIZED BY THE INSTITUTION OF CIVIL ENGINEERS AND HELD IN BIRMINGHAM ON 6-8 JULY 1988 — Research Paper | ScholarLens