Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Small-Strain Stiffness Values for a Reconstituted Soil from Southern Italy
https://orcid.org/0000-0001-9575-7820
Abstract In numerical modelling of soil response it is often required to define an accurate value for the stiffness at small strains ($ G_{0} $). Such values are usually obtained from tables or charts available in the literature, rather than being directly measured in tests. These will however be sufficiently accurate only if a similar soil has already been studied and described. In the present paper, the results of a series of laboratory tests conducted on a soil from southern Italy are reported. In these tests, a well-established empirical relationship linking small-strain stiffness values to state parameters was calibrated, allowing the determination of accurate $ G_{0} $ values for the specific soil, and contributing to the collection of data in the literature. The bender element technique, in conjunction with standard triaxial testing on reconstituted soil samples, was employed. A series of isotropic compression tests was used for the calibration, and the resulting power law was then checked through shear testing. The proposed equation compares well with results reported in the literature for different types of soils. On approaching failure a change in behaviour is evident; this is in accordance with observations already reported in the literature for a variety of soils and is subject to several interpretations, but does not substantially interfere with the general validity of the proposed correlation, which can therefore be adopted as a useful empirical equation for determining $ G_{0} $ values for this soil.
Small-Strain Stiffness Values for a Reconstituted Soil from Southern Italy
https://orcid.org/0000-0001-9575-7820
Abstract In numerical modelling of soil response it is often required to define an accurate value for the stiffness at small strains ($ G_{0} $). Such values are usually obtained from tables or charts available in the literature, rather than being directly measured in tests. These will however be sufficiently accurate only if a similar soil has already been studied and described. In the present paper, the results of a series of laboratory tests conducted on a soil from southern Italy are reported. In these tests, a well-established empirical relationship linking small-strain stiffness values to state parameters was calibrated, allowing the determination of accurate $ G_{0} $ values for the specific soil, and contributing to the collection of data in the literature. The bender element technique, in conjunction with standard triaxial testing on reconstituted soil samples, was employed. A series of isotropic compression tests was used for the calibration, and the resulting power law was then checked through shear testing. The proposed equation compares well with results reported in the literature for different types of soils. On approaching failure a change in behaviour is evident; this is in accordance with observations already reported in the literature for a variety of soils and is subject to several interpretations, but does not substantially interfere with the general validity of the proposed correlation, which can therefore be adopted as a useful empirical equation for determining $ G_{0} $ values for this soil.
Small-Strain Stiffness Values for a Reconstituted Soil from Southern Italy
https://orcid.org/0000-0001-9575-7820
Abstract In numerical modelling of soil response it is often required to define an accurate value for the stiffness at small strains ($ G_{0} $). Such values are usually obtained from tables or charts available in the literature, rather than being directly measured in tests. These will however be sufficiently accurate only if a similar soil has already been studied and described. In the present paper, the results of a series of laboratory tests conducted on a soil from southern Italy are reported. In these tests, a well-established empirical relationship linking small-strain stiffness values to state parameters was calibrated, allowing the determination of accurate $ G_{0} $ values for the specific soil, and contributing to the collection of data in the literature. The bender element technique, in conjunction with standard triaxial testing on reconstituted soil samples, was employed. A series of isotropic compression tests was used for the calibration, and the resulting power law was then checked through shear testing. The proposed equation compares well with results reported in the literature for different types of soils. On approaching failure a change in behaviour is evident; this is in accordance with observations already reported in the literature for a variety of soils and is subject to several interpretations, but does not substantially interfere with the general validity of the proposed correlation, which can therefore be adopted as a useful empirical equation for determining $ G_{0} $ values for this soil.
Small-Strain Stiffness Values for a Reconstituted Soil from Southern Italy
Orazi, Michele (Autor:in) / Gori, Umberto (Autor:in) / Ruggeri, Paolo (Autor:in) / Sakellariadi, Evghenia (Autor:in) / Scarpelli, Giuseppe (Autor:in)
2018
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
BKL:
57.00$jBergbau: Allgemeines
/
38.58
Geomechanik
/
57.00
Bergbau: Allgemeines
/
56.20
Ingenieurgeologie, Bodenmechanik
/
38.58$jGeomechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
Small-Strain Stiffness Values for a Reconstituted Soil from Southern Italy
| Online Contents | 2018
Anisotropy of small strain stiffness of undisturbed and reconstituted clays
| British Library Conference Proceedings | 1999
| British Library Online Contents | 1997
| British Library Conference Proceedings | 1998