Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Assessment of Geotechnical Properties and Determination of Shear Strength Parameters
Abstract In this research, geotechnical properties and the relationship between cohesion (c) and internal friction angle (ϕ) with the SPT-$ N_{60} $ were investigated in 120 boreholes in the sedimentary basin of Kerman. Laboratory tests such as direct shear, triaxial, consolidation, and physical tests were carried out on soil samples extracted from the boreholes, and the SPT test was performed on all 120 boreholes. Since the soil in the area is CL, the SEM, XRD, XRF, physical, and mechanical properties of this soil were investigated. The artificial neural networks (ANN) and statistical analysis were used to estimate ϕ and c based on the SPT-$ N_{60} $. The petrography studies revealed that Quartz, Calcite, Dolomite, Albite, Illite, Clinochlore, and Microcline are the most plentiful minerals in this sedimentary basin. Also, the dominant clay is Illite. Illite clays, due to the low shear strength, have made some problems in the earth dams of the studied area. Results show that based on the SPT-N number, groundwater level, and soil texture the liquefaction hazard could not occur in this area. Previous equations are used to predict the c and ϕ and results are compared with this research. The obtained results from the ANN and statistical analysis showed that there is a good correlation between ϕ and c derived from the direct shear test with the SPT-$ N_{60} $. Based on R2, RMSE, P-value and Durbin-Watson statistics the correlation between c and the SPT-$ N_{60} $ is stronger than ϕ and the SPT-$ N_{60} $. Moreover, the ANN showed higher accuracy in predicting shear strength parameters compared to the simple regression.
Assessment of Geotechnical Properties and Determination of Shear Strength Parameters
Abstract In this research, geotechnical properties and the relationship between cohesion (c) and internal friction angle (ϕ) with the SPT-$ N_{60} $ were investigated in 120 boreholes in the sedimentary basin of Kerman. Laboratory tests such as direct shear, triaxial, consolidation, and physical tests were carried out on soil samples extracted from the boreholes, and the SPT test was performed on all 120 boreholes. Since the soil in the area is CL, the SEM, XRD, XRF, physical, and mechanical properties of this soil were investigated. The artificial neural networks (ANN) and statistical analysis were used to estimate ϕ and c based on the SPT-$ N_{60} $. The petrography studies revealed that Quartz, Calcite, Dolomite, Albite, Illite, Clinochlore, and Microcline are the most plentiful minerals in this sedimentary basin. Also, the dominant clay is Illite. Illite clays, due to the low shear strength, have made some problems in the earth dams of the studied area. Results show that based on the SPT-N number, groundwater level, and soil texture the liquefaction hazard could not occur in this area. Previous equations are used to predict the c and ϕ and results are compared with this research. The obtained results from the ANN and statistical analysis showed that there is a good correlation between ϕ and c derived from the direct shear test with the SPT-$ N_{60} $. Based on R2, RMSE, P-value and Durbin-Watson statistics the correlation between c and the SPT-$ N_{60} $ is stronger than ϕ and the SPT-$ N_{60} $. Moreover, the ANN showed higher accuracy in predicting shear strength parameters compared to the simple regression.
Assessment of Geotechnical Properties and Determination of Shear Strength Parameters
Ghoreishi, Benyamin (Autor:in) / Khaleghi Esfahani, Mohammad (Autor:in) / Alizadeh Lushabi, Nargess (Autor:in) / Amini, Omid (Autor:in) / Aghamolaie, Iman (Autor:in) / Hashim, Nik Alif Amri Nik (Autor:in) / Alizadeh, Seyed Mehdi Seyed (Autor:in)
2020
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
BKL:
57.00$jBergbau: Allgemeines
/
38.58
Geomechanik
/
57.00
Bergbau: Allgemeines
/
56.20
Ingenieurgeologie, Bodenmechanik
/
38.58$jGeomechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
Correction to: Assessment of Geotechnical Properties and Determination of Shear Strength Parameters
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