Normalized Rotational Multiple Yield Surface Framework (NRMYSF) stress-strain curve prediction method based on small strain triaxial test data on undisturbed Auckland residual clay soils

Small strain triaxial test measurement is considered to be significantly accurate compared to the external strain measurement using conventional method due to systematic errors normally associated with the test. Three submersible miniature linear variable differential transducer (LVDT) mounted on yo...

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Bibliographic Details
Main Authors: IOP, Ibrahim, A (Author), Noor, MJM (Author), Rahman, ASA (Author)
Format: Article
Language:English
Published: 2018
Online Access:View Fulltext in Publisher
LEADER 01853nam a2200145Ia 4500
001 10.1088-1755-1315-140-1-012100
008 220223s2018 CNT 000 0 und d
100 1 |a IOP 
245 1 0 |a Normalized Rotational Multiple Yield Surface Framework (NRMYSF) stress-strain curve prediction method based on small strain triaxial test data on undisturbed Auckland residual clay soils 
260 0 |c 2018 
856 |z View Fulltext in Publisher  |u https://doi.org/10.1088/1755-1315/140/1/012100 
520 3 |a Small strain triaxial test measurement is considered to be significantly accurate compared to the external strain measurement using conventional method due to systematic errors normally associated with the test. Three submersible miniature linear variable differential transducer (LVDT) mounted on yokes which clamped directly onto the soil sample at equally 120 degrees from the others. The device setup using 0.4 N resolution load cell and 16 bit AD converter was capable of consistently resolving displacement of less than 1 mu m and measuring axial strains ranging from less than 0.001% to 2.5%. Further analysis of small strain local measurement data was performed using new Normalized Multiple Yield Surface Framework (NRMYSF) method and compared with existing Rotational Multiple Yield Surface Framework (RMYSF) prediction method. The prediction of shear strength based on combined intrinsic curvilinear shear strength envelope using small strain triaxial test data confirmed the significant improvement and reliability of the measurement and analysis methods. Moreover, the NRMYSF method shows an excellent data prediction and significant improvement toward more reliable prediction of soil strength that can reduce the cost and time of experimental laboratory test. 
700 1 0 |a Ibrahim, A  |e author 
700 1 0 |a Noor, MJM  |e author 
700 1 0 |a Rahman, ASA  |e author