Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Relationships between strength properties and Atterberg limits of fine-grained soils
Soil strength is responsible for all aspects of soil engineering regarding geotechnical underground constructions or slope stability. As Atterberg limits, are the easiest but at the same time very important properties to measure soil strength, this paper summarised and interpreted over 1600 data both from literature and novel experimental data. Correlations considering peak effective friction angle, undrained shear strength ratio and coefficient of earth pressure at rest with Atterberg limits are presented. Besides, critical state soil mechanics parameters were interpreted by correlating them with the plasticity index and the undrained strength ratio for normal consolidated soils. The goal of this research is to provide a general overview between Atterberg limits and strength parameters of fine-grained soils. Based on the overview, the existing predicted models in the literature need to be carefully considered if utilised for practical use due to some correlation discrepancies. One of the reasons for dissimilarities is due to the fact that such correlations are developed based on the data pertaining to particular sites and therefore a general validity is still missing.
Relationships between strength properties and Atterberg limits of fine-grained soils
Soil strength is responsible for all aspects of soil engineering regarding geotechnical underground constructions or slope stability. As Atterberg limits, are the easiest but at the same time very important properties to measure soil strength, this paper summarised and interpreted over 1600 data both from literature and novel experimental data. Correlations considering peak effective friction angle, undrained shear strength ratio and coefficient of earth pressure at rest with Atterberg limits are presented. Besides, critical state soil mechanics parameters were interpreted by correlating them with the plasticity index and the undrained strength ratio for normal consolidated soils. The goal of this research is to provide a general overview between Atterberg limits and strength parameters of fine-grained soils. Based on the overview, the existing predicted models in the literature need to be carefully considered if utilised for practical use due to some correlation discrepancies. One of the reasons for dissimilarities is due to the fact that such correlations are developed based on the data pertaining to particular sites and therefore a general validity is still missing.
Relationships between strength properties and Atterberg limits of fine-grained soils
Shimobe, Satoru (Autor:in) / Spagnoli, Giovanni (Autor:in)
Geomechanics and Geoengineering ; 17 ; 1443-1457
03.09.2022
15 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Predicting Compaction Characteristics of Fine-Grained Soils in Terms of Atterberg Limits
| Springer Verlag | 2017
Estimating Atterberg limits of fine-grained soils by visible near-infrared spectroscopy
| BASE | 2019
One-dimensional consolidation stress and Atterberg limits of reconstituted fine-grained soils
| Taylor & Francis Verlag | 2020
| Wiley | 2009
Research on atterberg limits of soils
| Engineering Index Backfile | 1932