Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Effect of Overconsolidation on the Angle of Shearing Resistance Under Different Laboratory Testing
https://orcid.org/0000-0003-4107-8544
Abstract In this technical note, an analytical investigation was carried out in order to develop simple methods to predict the plane-strain angle of shearing resistance ($$\varphi_{\text{ps}}$$) for overconsolidated sands using direct shear or triaxial compression test results. The proposed methods were found to be suitable for lightly overconsolidated sands (i.e., OCR ≤ 4), which represent practical range of overconsolidated ratio for granular material placed behind retaining walls. Furthermore, the predicted values of $$\varphi_{\text{ps}}$$, compared to the corresponding values of direct shear and triaxial tests, are within ranges of deviation similar to those noted for normally consolidated sands.
Effect of Overconsolidation on the Angle of Shearing Resistance Under Different Laboratory Testing
https://orcid.org/0000-0003-4107-8544
Abstract In this technical note, an analytical investigation was carried out in order to develop simple methods to predict the plane-strain angle of shearing resistance ($$\varphi_{\text{ps}}$$) for overconsolidated sands using direct shear or triaxial compression test results. The proposed methods were found to be suitable for lightly overconsolidated sands (i.e., OCR ≤ 4), which represent practical range of overconsolidated ratio for granular material placed behind retaining walls. Furthermore, the predicted values of $$\varphi_{\text{ps}}$$, compared to the corresponding values of direct shear and triaxial tests, are within ranges of deviation similar to those noted for normally consolidated sands.
Effect of Overconsolidation on the Angle of Shearing Resistance Under Different Laboratory Testing
https://orcid.org/0000-0003-4107-8544
Abstract In this technical note, an analytical investigation was carried out in order to develop simple methods to predict the plane-strain angle of shearing resistance ($$\varphi_{\text{ps}}$$) for overconsolidated sands using direct shear or triaxial compression test results. The proposed methods were found to be suitable for lightly overconsolidated sands (i.e., OCR ≤ 4), which represent practical range of overconsolidated ratio for granular material placed behind retaining walls. Furthermore, the predicted values of $$\varphi_{\text{ps}}$$, compared to the corresponding values of direct shear and triaxial tests, are within ranges of deviation similar to those noted for normally consolidated sands.
Effect of Overconsolidation on the Angle of Shearing Resistance Under Different Laboratory Testing
Ayadat, Tahar (Autor:in) / Hanna, Adel (Autor:in)
2019
Aufsatz (Zeitschrift)
Englisch
Effect of Overconsolidation on the Angle of Shearing Resistance Under Different Laboratory Testing
| Springer Verlag | 2020
Overconsolidation effects of ground freezing
| Elsevier | 1981
Effect of Overconsolidation and Anisotropy of Kaolin Clay Using True Triaxial Testing
| British Library Online Contents | 2005