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Natural draining model on sandy clay loam soil above impermeable layer in mining over burden disposal
Fajar R.A.a, Widodo L.E.a, Cahyadi T.A.c, Rinaldi A.d
a Research Group for Earth Resources Exploration, ITB, Ganesa 10 Bandung, Indonesia
b Department of Mining Engineering, Poliban, Kayutangi Banjarmasin, 70124, Indonesia
c Department of Mining Engineering, UPN Veteran, Yogyakarta, Indonesia
d Staff Development of Ministry of Public Work and Housing, Jakarta, Indonesia
[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]© Published under licence by IOP Publishing Ltd.Drawdown of groundwater table on mining over-burden disposal field had known will increase the disposal slope stability due to reduction on its inside effective stress. In fact, the drawdown has been happened because of the disposal drainage system and natural draining in dry condition. This paper would like to emphasize influence of natural sun-shining on the drawdown refers to disposal hydraulic parameter through negative-infiltration approach. A role model was running on the disposal layer with sandy clay loam as a study case. Final calculation resulted that it was needed 20 days left for declining the groundwater down to 2.25 meters. This conceptual model was expected to be an option of decision reference for mining operational to minimize some unnecessary vertical and horizontal drains.[/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]Conceptual model,Disposal fields,Drainage systems,Effective stress,Ground water table,Horizontal drains,Hydraulic parameters,Sandy clay loam soils[/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]The authors would like to thank the Research Institution and Community Bandung Institute of Technology for the P3MI research publication funding.[/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/10.1088/1755-1315/212/1/012063[/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]