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Loading path dependence and non-linear stiffness at small strain using rate-dependent multisurface hyperplasticity model
Apriadi D.a, Likitlersuang S.b, Pipatpongsa T.c
a Faculty of Civil and Environmental Engineering, Institut Teknologi Bandung, Indonesia
b Department of Civil Engineering, Faculty of Engineering, Chulalongkorn University, Thailand
c Global Scientific Information and Computing Centre, Tokyo Institute of Technology, Japan
[vc_row][vc_column][vc_row_inner][vc_column_inner][vc_separator css=”.vc_custom_1624529070653{padding-top: 30px !important;padding-bottom: 30px !important;}”][/vc_column_inner][/vc_row_inner][vc_row_inner layout=”boxed”][vc_column_inner width=”3/4″ css=”.vc_custom_1624695412187{border-right-width: 1px !important;border-right-color: #dddddd !important;border-right-style: solid !important;border-radius: 1px !important;}”][vc_empty_space][megatron_heading title=”Abstract” size=”size-sm” text_align=”text-left”][vc_column_text]Many interpretations of small-strain experiments indicate a non-linear dependence of soil stiffness on pressure. This shows that small-strain stiffness can be expressed as a power function of the mean effective stress rather than as a linear function of stress. Many cases in the field show the importance of these behaviours to load-deformation prediction in a soil-structure interaction problem. This paper presents a numerical implementation and validation of non-linear pressure-dependent stiffness in a hyperplasticity model using a strain-driven forward-Euler integration scheme. The kinematic hardening function was incorporated into a finite number of multiple-yield surfaces of Modified Cam Clay to characterise small-strain stiffness and accommodate smooth transition of stiffness corresponding to different loading conditions and stress histories. Experimental results of current state and loading history dependence in overconsolidated clay are compared to the model prediction. © 2012 Elsevier Ltd.[/vc_column_text][vc_empty_space][vc_separator css=”.vc_custom_1624528584150{padding-top: 25px !important;padding-bottom: 25px !important;}”][vc_empty_space][megatron_heading title=”Author keywords” size=”size-sm” text_align=”text-left”][vc_column_text]Hyperplasticity,Non-linear stiffness,Rate-dependent,Small strains,Stress history[/vc_column_text][vc_empty_space][vc_separator css=”.vc_custom_1624528584150{padding-top: 25px !important;padding-bottom: 25px !important;}”][vc_empty_space][megatron_heading title=”Indexed keywords” size=”size-sm” text_align=”text-left”][vc_column_text]Hyperplasticity,Non-linear stiffness,Rate-dependent,Recent stress history,Small strain[/vc_column_text][vc_empty_space][vc_separator css=”.vc_custom_1624528584150{padding-top: 25px !important;padding-bottom: 25px !important;}”][vc_empty_space][megatron_heading title=”Funding details” size=”size-sm” text_align=”text-left”][vc_column_text]This work was supported by AUN/SEED-Net JICA . The authors would like to express their sincere appreciation for the grant.[/vc_column_text][vc_empty_space][vc_separator css=”.vc_custom_1624528584150{padding-top: 25px !important;padding-bottom: 25px !important;}”][vc_empty_space][megatron_heading title=”DOI” size=”size-sm” text_align=”text-left”][vc_column_text]https://doi.org/10.1016/j.compgeo.2012.11.007[/vc_column_text][/vc_column_inner][vc_column_inner width=”1/4″][vc_column_text]Widget Plumx[/vc_column_text][/vc_column_inner][/vc_row_inner][/vc_column][/vc_row][vc_row][vc_column][vc_separator css=”.vc_custom_1624528584150{padding-top: 25px !important;padding-bottom: 25px !important;}”][/vc_column][/vc_row]