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1D compression of clay affected by wetting, ageing and viscous property
Deng J.L.a, Nawir H.b, Tatusoka F.c
a Civil Engineering and Mechanics College, Xiangtan University, China
b Department of Civil Engineering, Bandung Institute of Technology, Indonesia
c Department of Civil Engineering, Tokyo University of Science, 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]A series of one-dimensional (1D) compression tests of kaolin was performed to evaluate combined effects of wetting, ageing, viscous property and strain-induced damaging on the stress-strain behaviour. Non-standard constant-rate-of-strain (CRS) 1D compression tests with and without wetting at sustained load at intermediate stages were performed on specimens of kaolin that were initially either air-dried or partly saturated or fully saturated with and without cement-mixing. The influencing factors evaluated are the saturation degree, the period for the process of wetting and curing and the stress level at which wetting/curing was made. The test results showed that, controlled by these factors, the effects of wetting, ageing, viscous property and strain-induced damaging are significant while they are coupled with each other. These behaviours were successfully simulated by a non-linear three-component rheology model taking into account these factors.[/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]Combined effect,Compression tests,Influencing factor,Intermediate stage,Partly saturated,Saturation degree,Stress levels,Stress strain behaviours,Sustained loads,Three-component,Viscous properties[/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][/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][/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][/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]