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An approach to derive strength parameters of residual soils from DMT results

Title
An approach to derive strength parameters of residual soils from DMT results
Type
Article in International Scientific Journal
Year
2014
Authors
Nuno Cruz
(Author)
FEUP
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Carlos Rodrigues
(Author)
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António Joaquim Pereira Viana Da Fonseca
(Author)
FEUP
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Journal
Title: Soils and RocksImported from Authenticus Search for Journal Publications
Vol. 37 No. 3
Pages: 195-209
ISSN: 1980-9743
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Publicação em Scopus Scopus
Scientific classification
FOS: Engineering and technology > Civil engineering
CORDIS: Technological sciences > Engineering > Civil engineering > Geotechnics
Other information
Abstract (EN): Residual soils show a specific mechanical behaviour classified as on-conventional when compared with sedimentary transported soils, since the presence of a cemented matrix plays an important role on their strength and stiffness. Moreover, suction is frequent in natural profiles, which in residual soils creates several problems on the interpretation of in-situ test results. These two factors, cementation and suction, are contributing simultaneously as structuring factors. Correlations to deduce strength parameters in Portuguese granitic residual soils by Marchetti Dilatometer were previously established under a data base obtained in careful triaxial testing programs executed on ¿undisturbed¿ samples. However, the reference results were affected by sampling disturbance and space variability, and therefore somehow deviated from in-situ conditions. To solve these problems, a large calibration box was constructed to work with artificially cemented soils where DMT blades could be pre-installed and pushed-in. Water level, suction and seismic velocities were monitored during the experiment and a triaxial program was established in parallel on the same artificially cemented mixtures. As a result specific correlations to derive the cohesion intercept value and the angle of shearing resistance in saturated and unsaturated conditions were developed and subsequently tested in a well characterized experimental site. Herein, the results of that experimental framework are presented and discussed.
Language: English
Type (Professor's evaluation): Scientific
No. of pages: 15
License type: Click to view license CC BY-NC
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SR37-3 Special Issue: In Situ Testing for Ground Characterization 32732.83 KB
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