{"text_format":"2","workbook":"xlsx","n_sheets":66,"sheets":["IntroSheet","Paste","PasteDefn","PasteRheology","PasteViscosity","Start","Max","Average","End","Viscosity vs Additive - Max","Viscosity vs Additive - Avg","Viscosity - % Cement","Viscosity - % Solids","Viscosity - % Cement (2)","Viscosity - % Solids (2)","PasteEarlyStrength","PasteDilutionLevels","FG vs Vol","Trend 1","EW vs Vol","LoF vs Vol","DoF vs Vol","3%FG vs Vol","4%FG vs Vol","MiscFG vs Vol","PasteGSD","HDSolids","PasteTensile","PastePhaserelations","EffectiveStress","UndrainedTxlCompression","PasteLongterm","PasteMixproprtions","AdditiveStrength","Sikament 500","VM-105","80% 7","82.5% 7","85% 7","2% 7","3.5% 7","8% 7","2% 28","3.5% 28","8% 28","80% 28","82.5% 28","85% 28","Paste Consolidation","Consol. prelim. Results","Orebody","SHMU","AMPH","PEGM","GNES","BM","BL","GH","QZGA_IT","QZHD","HDMT","PXAM","Overview","Mineralisation","Test Mtds.","Module1"],"not_rendered":{"charts":61,"images":16,"macros":1,"external_links":6,"defined_names":11,"comments":0,"pivot_tables":0},"unopened":[{"sheet":"Start","index":5,"reason":"not_a_worksheet"},{"sheet":"Max","index":6,"reason":"not_a_worksheet"},{"sheet":"Average","index":7,"reason":"not_a_worksheet"},{"sheet":"End","index":8,"reason":"not_a_worksheet"},{"sheet":"Viscosity vs Additive - Max","index":9,"reason":"not_a_worksheet"},{"sheet":"Viscosity vs Additive - Avg","index":10,"reason":"not_a_worksheet"},{"sheet":"Viscosity - % Cement","index":11,"reason":"not_a_worksheet"},{"sheet":"Viscosity - % Solids","index":12,"reason":"not_a_worksheet"},{"sheet":"Viscosity - % Cement (2)","index":13,"reason":"not_a_worksheet"},{"sheet":"Viscosity - % Solids (2)","index":14,"reason":"not_a_worksheet"},{"sheet":"FG vs Vol","index":17,"reason":"not_a_worksheet"},{"sheet":"Trend 1","index":18,"reason":"not_a_worksheet"},{"sheet":"EW vs Vol","index":19,"reason":"not_a_worksheet"},{"sheet":"LoF vs Vol","index":20,"reason":"not_a_worksheet"},{"sheet":"DoF vs Vol","index":21,"reason":"not_a_worksheet"},{"sheet":"3%FG vs Vol","index":22,"reason":"not_a_worksheet"},{"sheet":"4%FG vs Vol","index":23,"reason":"not_a_worksheet"},{"sheet":"MiscFG vs Vol","index":24,"reason":"not_a_worksheet"},{"sheet":"80% 7","index":36,"reason":"not_a_worksheet"},{"sheet":"82.5% 7","index":37,"reason":"not_a_worksheet"},{"sheet":"85% 7","index":38,"reason":"not_a_worksheet"},{"sheet":"2% 7","index":39,"reason":"not_a_worksheet"},{"sheet":"3.5% 7","index":40,"reason":"not_a_worksheet"},{"sheet":"8% 7","index":41,"reason":"not_a_worksheet"},{"sheet":"2% 28","index":42,"reason":"not_a_worksheet"},{"sheet":"3.5% 28","index":43,"reason":"not_a_worksheet"},{"sheet":"8% 28","index":44,"reason":"not_a_worksheet"},{"sheet":"80% 28","index":45,"reason":"not_a_worksheet"},{"sheet":"82.5% 28","index":46,"reason":"not_a_worksheet"},{"sheet":"85% 28","index":47,"reason":"not_a_worksheet"},{"sheet":"Module1","index":65,"reason":"part_missing"}],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"run_cost":"one","rows_first":2000,"rows_last":500,"rows_between":2000,"halvings":0,"cell_chars":16384,"cell_head_chars":4096},"cells_cut":0,"cells_raw":0,"read":"whole","date_system":"1900"}

{"sheet":"IntroSheet","index":0,"n_rows":5,"n_cols":1,"rows_kept":5,"cut":false,"hidden":false,"merged":[]}
["Pastec."]
[]
["What do you want to Learn about?"]
[]
["Geotechnical Characteristics"]

{"sheet":"Paste","index":1,"n_rows":0,"n_cols":0,"rows_kept":0,"cut":false,"hidden":false,"merged":[]}

{"sheet":"PasteDefn","index":2,"n_rows":43,"n_cols":5,"rows_kept":43,"cut":false,"hidden":false,"merged":[[28,1,28,10],[33,1,34,1],[4,1,4,5]]}
["Paste Fill Definition"]
[]
[]
[]
[null,"Paste Fill is the newest form of mining backfill. It is produced by adding water and a small fraction of binder to full mill tailings and has a much finer grain size distribution than any other form of backfill. Typically it has a minimum of 15% of the material smaller than 20 mm. The Figure shows the full paste and thickened tailings spectrum. It was compiled and compiledby Jewell (2001) and is recognised by a number of industry experts and achademics. "]
{"$rows_empty":23}
[null,"The characteristics which delineate each aspect/ portion of the graph are shown in the Table below."]
[]
[null,"Material Property","Slurry","Thickened Tailings","Paste"]
[null,"Particle Size ","Coarse fraction only No particles less than 20mm. Not considered critical as the segregation during transportation and or placement is dependent only on the coarse fraction","Some Fines included (typically <15%), fines not considered critical as the segregation during transportation and or placement is dependent only on the coarse fraction","Additional / most fines (typically 15%(min)>20 mm"]
[null,"Pulp Density","60%-72%","70%-78%","78%-82%"]
[null,"Flow Regimes/ Line Velocities","Critical Flow Velocity. To maintain flow must have Turbulent Flow (vel>2m/ sec). If vel<2m/s settling occurs","Critical Flow Velocity. To maintain flow must have Turbulent Flow (vel>2m/ sec). If vel<2m/s partial settling occurs","No critical pipeline flow velocity. i.e. no settling in pipe "]
[null,null,"Newtonian Flow","Newtonian Flow","Laminar/ plug flow"]
[null,"Yield Stress","No minimum yield stress","No minimum yield stress","Minimum yield Stress "]
[null,"Preparation","cyclone","Cyclone end elutriation","Filter/ centrifuge"]
[null,"Segregation in stope","Yes / High","Slight/ Partial ","None"]
[null,"Drainage from Stope","Yes","Partial/ Limited","None/ Insignificant"]
[null,"Final Density","Low","Medium/ High","High"]
[null,"Supernatant water","High","Some","None"]
[null,"Post placement Shrinkage","High","Insignificant ","Insignificant "]
[null,"Rehabilitation","Delayed","Immediate","Immediate"]

{"sheet":"PasteRheology","index":3,"n_rows":51,"n_cols":3,"rows_kept":51,"cut":false,"hidden":false,"merged":[[4,1,4,5],[28,1,28,5]]}
["Paste Fill Rheology"]
[]
[]
[]
[null,"Paste fill rheology closely conforms to the Bingham plastic flow model, which is strongly non-Newtonian in its behaviour. Figure 1 shows a number of fluid models and plots the change in shear stress that is experienced as a function of the shear rate. Water is a Newtonian fluid, exhibiting no shear strength at zero shear rate and the shear stress increases linearly with shear rate. Bingham plastics in general and paste fill in particular, exhibit a significant shear stress that must be overcome before movement (shearing) commences. This value of shear stress is commonly referred to as yield stress. Once shearing has commenced, the rate of rise of shear stress with shear rate is approximately linear. The gradient of this line is the viscosity of the fluid."]
{"$rows_empty":21}
[null,null,"Figure 1: Rheological Profiles"]
[]
[null,"The key determinant of paste fill rheological behaviour is the yield stress. For paste fill and other Bingham Plastics, the yield stress is exponentially proportional to the solids density of the fluid. Figure 2 is taken from Clayton (2000) and plots yield stress against pulp density for Cannington paste fill."]
{"$rows_empty":21}
[null,null,"Figure 2: Yield Stress vs. % Solids"]

{"sheet":"PasteViscosity","index":4,"n_rows":0,"n_cols":0,"rows_kept":0,"cut":false,"hidden":false,"merged":[]}

{"sheet":"PasteEarlyStrength","index":15,"n_rows":49,"n_cols":10,"rows_kept":49,"cut":false,"hidden":false,"merged":[[10,2,10,9],[47,0,47,9],[48,0,48,9]]}
["Inputs",null,null,"Valid Range"]
["Cement Content",3.5,"%","(2%-6%)"]
["Solids Content",79,"%","(74%-85%)"]
{"$rows_empty":7}
[null,null,"Curing Time (hrs)"]
["Measurement","Units",0,3,6,9,12,24,72,112]
["Yield Stress, t","Pa",{"$f":"0.00000000001*2.71828182846^(39.694*($B$3/100))","v":415.6418604470731}]
["Pocket Penetrometer "]
["with foot","t/m2",0,{"$f":"IF(D16/12.324<5,D16/12.324,\"out of range\")","v":0.94946445959104186},1.8989289191820837,2.8483933787731255,3.7978578383641675,"out of range","out of range","out of range"]
["Unconfined Compressive Strength","kPa",0,{"$f":"(1.1144*$B$2)*D12","v":11.7012},{"$f":"(1.1144*$B$2)*E12","v":23.4024},35.1036,46.8048,93.6096,280.8288,436.84480000000002]
{"$rows_empty":30}
["Notes:-"]
["1). Yield Stress is not carried through time because initially , in the fill mix, the yield stress is realted to the solids content only -and not cement. Therefor, correlations with cemented samples later were un-realistic."]
["2). The increase in strength with the solids content at times greater than 3 hrs has not been taken into account (as yet). Results are based on a 79% solids mix."]

{"sheet":"PasteDilutionLevels","index":16,"n_rows":0,"n_cols":0,"rows_kept":0,"cut":false,"hidden":false,"merged":[]}

{"sheet":"PasteGSD","index":25,"n_rows":24,"n_cols":6,"rows_kept":24,"cut":false,"hidden":false,"merged":[[23,1,23,5],[24,1,24,5],[17,2,17,3],[18,2,18,3],[19,2,19,3],[20,2,20,3],[11,0,11,5],[14,2,14,3],[15,2,15,3],[16,2,16,3],[22,1,22,5]]}
["Inputs",null,null,"Valid Range"]
["Cement Content",4.5561018909485753,"%","(2%-6%)"]
["Solids Content",79,"%","(74%-82%)"]
["Curing Time",28,"Days","(7-28 Days)"]
["P80",75,"mm","38-250 mm"]
[]
["Predicted "]
["Unconfined Compressive Strength, UCS",null,null,null,{"$f":"[5]!Predict(\"C:\\RMR Projects\\neuroshell\\CanningtonUCS.def\",$B$2:$B$5, 1)","v":{"$error":"#NAME?"}},"kPa"]
["Young's Modulus, Et",null,null,null,{"$f":"[5]!Predict(\"C:\\RMR Projects\\neuroshell\\CanningtonUCS.def\",$B$2:$B$5, 2)","v":{"$error":"#NAME?"}},{"$f":"F8","v":"kPa"}]
["Failure Strain, ef",null,null,null,{"$f":"[5]!Predict(\"C:\\RMR Projects\\neuroshell\\CanningtonUCS.def\",$B$2:$B$5, 3)","v":{"$error":"#NAME?"}}]
[]
["NOTE: To identify the Cement content required to achieve the Design Strengths below, given the aforementioned inputs, PLEASE HIT \"CALC. CEMENT\" Button"]
[]
[]
["Design Strength","% Cement","Comment"]
[500,2.8802800849388421,{"$f":"IF(B16<2=TRUE,\"Invalid Solution, % Cement less than lower bound \",IF(B16>6=TRUE,\"Invalid Solution, % Cement higher than higher bound\",\"\"))","v":""}]
[600,3.119295133934477,""]
[700,4.3775746289316126,""]
[800,4.4721238299479262,""]
[900,4.5209206981284424,""]
[1000,4.5561018909485753,""]
["Notes:"]
[1,"If the cement content falls outside the valid range of cement contents (between 2% and 6%) the % cement predictions become invalid."]
[2,"As the design strengths increase the reliability of the predictions decreases, specifically, predictions over 800 kPa should be used with additional conservatism.+0.2% cement"]

{"sheet":"HDSolids","index":26,"n_rows":10,"n_cols":6,"rows_kept":10,"cut":false,"hidden":false,"merged":[[13,1,13,5]]}
["Inputs",null,null,"Valid Range"]
["Cement Content",1,"%","(2%-6%)"]
["Solids Content",85,"%","(80%-85%)"]
["Curing Time",16,"Days","(7-28 Days)"]
[]
[]
["Predicted "]
["Unconfined Compressive Strength, UCS",null,null,null,{"$f":"[5]!Predict(\"C:\\RMR Projects\\neuroshell\\HDSolids.def\",$B$2:$B$4, 1)","v":{"$error":"#NAME?"}},"kPa"]
["Young's Modulus, Et",null,null,null,{"$f":"[5]!Predict(\"C:\\RMR Projects\\neuroshell\\HDSolids.def\",$B$2:$B$4, 2)","v":{"$error":"#NAME?"}},{"$f":"F8","v":"kPa"}]
["Failure Strain, ef",null,null,null,{"$f":"[5]!Predict(\"C:\\RMR Projects\\neuroshell\\HDSolids.def\",$B$2:$B$4, 3)","v":{"$error":"#NAME?"}}]

{"sheet":"PasteTensile","index":27,"n_rows":34,"n_cols":6,"rows_kept":34,"cut":false,"hidden":false,"merged":[]}
["Inputs",null,null,"Valid Range"]
["Cement Content",6,"%","(2%-6%)"]
["Solids Content",79,"%","(74%-78%)"]
["Curing Time",7,"Days","(7-56 Days)"]
[]
["Predicted "]
["Tensile Strength, st",null,null,null,{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\LongTerm.def\",$B$2:$B$4, 1)","v":{"$error":"#NAME?"}},"kPa"]
{"$rows_empty":21}
[{"$f":"E7","v":{"$error":"#NAME?"}}]
[]
[]
[]
["Effective Strength parameters are independent of time -  Time has been included to compute the UCS of the fill mix."]
["Effective cohesion may be ignored in terms of the effective strength - as the cohesion provided by the UCS will dominate"]

{"sheet":"PastePhaserelations","index":28,"n_rows":43,"n_cols":9,"rows_kept":43,"cut":false,"hidden":false,"merged":[[42,0,42,10]]}
["Phase Relations: Paste (Medium Term 7-28 Days)"]
[]
["Inputs",null,null,null,"Valid Range"]
["Cement Content",null,2,"%","(2%-6%)"]
["Solids Content",null,76,"%","(74%-78%)"]
["Curing Time",null,28,"Days","(7-28 Days)"]
[]
[]
["Predicted"]
["Moisture Content",{"$nulls":6},{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\PhaseRelationsMediumterm.def\",$C$4:$C$6, 1)","v":{"$error":"#NAME?"}}]
["Void ratio",{"$nulls":6},{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\PhaseRelationsMediumterm.def\",$C$4:$C$6, 2)","v":{"$error":"#NAME?"}}]
["Degree of Saturation",{"$nulls":6},{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\PhaseRelationsMediumterm.def\",$C$4:$C$6, 3)","v":{"$error":"#NAME?"}}]
["Porosity (n)",{"$nulls":6},{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\PhaseRelationsMediumterm.def\",$C$4:$C$6, 4)","v":{"$error":"#NAME?"}}]
[]
["Bulk Density (rm) ",{"$nulls":6},{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\PhaseRelationsMediumterm.def\",$C$4:$C$6, 5)","v":{"$error":"#NAME?"}},"t/m3"]
["Dry Density (rd)  ",{"$nulls":6},{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\PhaseRelationsMediumterm.def\",$C$4:$C$6, 6)","v":{"$error":"#NAME?"}},"t/m3"]
["Saturated Bulk Density (rsat)   ",{"$nulls":6},{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\PhaseRelationsMediumterm.def\",$C$4:$C$6, 7)","v":{"$error":"#NAME?"}},"t/m3"]
[]
["Bulk Modulus (gm) ",{"$nulls":6},{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\PhaseRelationsMediumterm.def\",$C$4:$C$6, 8)","v":{"$error":"#NAME?"}},"kN/m3"]
["Dry Bulk Modulus (gd)  ",{"$nulls":6},{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\PhaseRelationsMediumterm.def\",$C$4:$C$6, 9)","v":{"$error":"#NAME?"}},"kN/m3"]
["Saturated Bulk Modulus (gsat)   ",{"$nulls":6},{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\PhaseRelationsMediumterm.def\",$C$4:$C$6, 10)","v":{"$error":"#NAME?"}},"kN/m3"]
["Phase Relations: Paste (Long Term 1-12 Months)"]
[]
["Inputs",null,null,null,"Valid Range"]
["Cement Content",null,2,"%","(2%-6%)"]
["Solids Content",null,76,"%","(74%-78%)"]
["Curing Time",null,12,"Months","(1-12 Months)"]
[]
[]
["Predicted *"]
["Moisture Content",{"$nulls":6},{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\PhaseRelationsLongterm.def\",$C$25:$C$27, 1)","v":{"$error":"#NAME?"}}]
["Void ratio",{"$nulls":6},{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\PhaseRelationsLongterm.def\",$C$25:$C$27, 2)","v":{"$error":"#NAME?"}}]
["Degree of Saturation",{"$nulls":6},{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\PhaseRelationsLongterm.def\",$C$25:$C$27, 3)","v":{"$error":"#NAME?"}}]
["Porosity (n)",{"$nulls":6},{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\PhaseRelationsLongterm.def\",$C$25:$C$27, 4)","v":{"$error":"#NAME?"}}]
[]
["Bulk Density (rm) ",{"$nulls":6},{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\PhaseRelationsLongterm.def\",$C$25:$C$27, 5)","v":{"$error":"#NAME?"}},"t/m3"]
["Dry Density (rd)  ",{"$nulls":6},{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\PhaseRelationsLongterm.def\",$C$25:$C$27, 6)","v":{"$error":"#NAME?"}},"t/m3"]
["Saturated Bulk Density (rsat)   ",{"$nulls":6},{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\PhaseRelationsLongterm.def\",$C$25:$C$27, 7)","v":{"$error":"#NAME?"}},"t/m3"]
[]
["Bulk Modulus (gm) ",{"$nulls":6},{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\PhaseRelationsLongterm.def\",$C$25:$C$27, 8)","v":{"$error":"#NAME?"}},"kN/m3"]
["Dry Bulk Modulus (gd)  ",{"$nulls":6},{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\PhaseRelationsLongterm.def\",$C$25:$C$27, 9)","v":{"$error":"#NAME?"}},"kN/m3"]
["Saturated Bulk Modulus (gsat)   ",{"$nulls":6},{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\PhaseRelationsLongterm.def\",$C$25:$C$27, 10)","v":{"$error":"#NAME?"}},"kN/m3"]
["* It should be noted that the Long term strength samples showed signs of drying out and sulphate attack after approximately 6 months, which is not necessarily ovserved in the field. The phase relations for the Medium and long Term samples were predicted seperately  as there are different mechanisms driving the properties. i.e. cement hydration typically governs the response of short and medium term samples, whereas the \"drying\" out of paste due to infiltration of the air into paste can govern some of the longer term samples."]

{"sheet":"EffectiveStress","index":29,"n_rows":35,"n_cols":6,"rows_kept":35,"cut":false,"hidden":false,"merged":[]}
["Inputs",null,null,"Valid Range"]
["Cement Content",6,"%","(2%-6%)"]
["Solids Content",79,"%","(74%-78%)"]
["Curing Time",7,"MONTHS","(1-12 MONTHS)"]
[]
["Predicted "]
["Unconfined Compressive Strength, UCS",null,null,null,{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\LongTerm.def\",$B$2:$B$4, 3)","v":{"$error":"#NAME?"}},"kPa"]
["Effective Friction Angle, f'",null,null,null,{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\Effective.def\",$B$2:$B$3, 1)","v":{"$error":"#NAME?"}},"Degrees"]
{"$rows_empty":12}
[{"$nulls":4},{"$f":"E8","v":{"$error":"#NAME?"}}]
[]
[{"$f":"E7","v":{"$error":"#NAME?"}}]
{"$rows_empty":9}
["Notes:"]
["Effective Strength parameters are independent of time -  Time has been included to compute the UCS of the fill mix."]
["Effective cohesion may be ignored in terms of the effective strength - as the cohesion provided by the UCS will dominate"]

{"sheet":"UndrainedTxlCompression","index":30,"n_rows":30,"n_cols":6,"rows_kept":30,"cut":false,"hidden":false,"merged":[]}
["Inputs",null,null,"Valid Range"]
["Cement Content",3.5,"%","(2%-6%)"]
["Solids Content",79,"%","(74%-78%)"]
["Curing Time",21,"Days","(7-28 Days)"]
[]
["Predicted "]
["Unconfined Compressive Strength, UCS",null,null,null,{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\MixproportionsUCS.def\",$B$2:$B$4, 1)","v":{"$error":"#NAME?"}},"kPa"]
["Friction Angle, f",null,null,null,{"$f":"[5]!Predict(\"C:\\RMR Projects\\neuroshell\\UUTXLmid.def\",$B$2:$B$4, 1)","v":{"$error":"#NAME?"}},"Degrees"]
["Cohesion, cu",null,null,null,{"$f":"[5]!Predict(\"C:\\RMR Projects\\neuroshell\\UUTXLmid.def\",$B$2:$B$4, 2)","v":{"$error":"#NAME?"}},"kPa"]
{"$rows_empty":10}
[{"$nulls":4},{"$f":"E8","v":{"$error":"#NAME?"}}]
[]
[]
[]
[]
[]
[]
[{"$f":"E9","v":{"$error":"#NAME?"}}]
[]
[]
["UCS=",{"$f":"E7","v":{"$error":"#NAME?"}}]

{"sheet":"PasteLongterm","index":31,"n_rows":27,"n_cols":6,"rows_kept":27,"cut":false,"hidden":false,"merged":[]}
["Inputs",null,null,"Valid Range"]
["Cement Content",3.5,"%","(2%-6%)"]
["Solids Content",79,"%","(74%-78%)"]
["Curing Time",3.5,"MONTHS","(1-12 MONTHS)"]
[]
["Predicted "]
["Unconfined Compressive Strength, UCS",null,null,null,{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\LongTerm.def\",$B$2:$B$4, 3)","v":{"$error":"#NAME?"}},"kPa"]
["Friction Angle, f",null,null,null,{"$f":"[5]!Predict(\"C:\\RMR Projects\\neuroshell\\Longterm.def\",$B$2:$B$4, 1)","v":{"$error":"#NAME?"}},"Degrees"]
["Cohesion, cu",null,null,null,{"$f":"[5]!Predict(\"C:\\RMR Projects\\neuroshell\\LongTerm.def\",$B$2:$B$4, 2)","v":{"$error":"#NAME?"}},"kPa"]
{"$rows_empty":10}
[{"$nulls":4},{"$f":"E8","v":{"$error":"#NAME?"}}]
[]
[]
[{"$f":"E7","v":{"$error":"#NAME?"}}]
[]
[]
[]
[{"$f":"E9","v":{"$error":"#NAME?"}}]

{"sheet":"PasteMixproprtions","index":32,"n_rows":24,"n_cols":6,"rows_kept":24,"cut":false,"hidden":false,"merged":[[23,1,23,5],[24,1,24,5],[17,2,17,3],[18,2,18,3],[19,2,19,3],[20,2,20,3],[11,0,11,5],[14,2,14,3],[15,2,15,3],[16,2,16,3],[22,1,22,5]]}
["Inputs",null,null,"Valid Range"]
["Cement Content",4.6317898059839617,"%","(2%-6%)"]
["Solids Content",79,"%","(74%-80%)"]
["Curing Time",28,"Days","(7-28 Days)"]
[]
[]
["Predicted "]
["Unconfined Compressive Strength, UCS",null,null,null,{"$f":"[5]!Predict(\"C:\\RMR Projects\\neuroshell\\MixproportionsUCS.def\",$B$2:$B$4, 1)","v":{"$error":"#NAME?"}},"kPa"]
["Young's Modulus, Et",null,null,null,{"$f":"[5]!Predict(\"C:\\RMR Projects\\neuroshell\\MixproportionsUCS.def\",$B$2:$B$4, 2)","v":{"$error":"#NAME?"}},{"$f":"F8","v":"kPa"}]
["Failure Strain, ef",null,null,null,{"$f":"[5]!Predict(\"C:\\RMR Projects\\neuroshell\\MixproportionsUCS.def\",$B$2:$B$4, 3)","v":{"$error":"#NAME?"}}]
[]
["NOTE: To identify the Cement content required to achieve the Design Strengths below, given the aforementioned inputs, PLEASE HIT \"CALC. CEMENT\" Button"]
[]
[]
["Design Strength","% Cement","Comment"]
[500,2.9525524783603116,{"$f":"IF(B16<2=TRUE,\"Invalid Solution, % Cement less than lower bound \",IF(B16>6=TRUE,\"Invalid Solution, % Cement higher than higher bound\",\"\"))","v":""}]
[600,3.1806452516734578,""]
[700,4.4582493155218579,""]
[800,4.5451457919072826,""]
[900,4.5941626961473299,""]
[1000,4.6317898059839617,""]
["Notes:"]
[1,"If the cement content falls outside the valid range of cement contents (between 2% and 6%) the % cement predictions become invalid."]
[2,"As the design strengths increase the reliability of the predictions decreases, specifically, predictions over 800 kPa should be used with additional conservatism.+0.2% cement"]

{"sheet":"AdditiveStrength","index":33,"n_rows":0,"n_cols":0,"rows_kept":0,"cut":false,"hidden":false,"merged":[]}

{"sheet":"Sikament 500","index":34,"n_rows":61,"n_cols":13,"rows_kept":61,"cut":false,"hidden":false,"merged":[]}
["Sikament 500"]
[]
["% Cement","% Solids","% Additive","Cement (g)","Tailings (g)","Water (g)","Additive (ml)","7-Day Curing","28-Day Curing","28-Day Curing"]
[2,80,0.17507002801120447,8,400,100,{"$f":"C4*(D4+E4)/100","v":0.7142857142857143}]
[2,80,0.35014005602240894,8,400,100,1.4285714285714286]
[2,80,0.52521008403361336,8,400,100,2.1428571428571423]
[2,80,0.61274509803921573,8,400,100,2.5000000000000004]
[2,80,0.78781512605042014,8,400,100,3.2142857142857144]
[2,80,0.87535014005602241,8,400,100,3.5714285714285716]
[2,82.5,0.16976487564722861,8.25,412.5,87.5,0.71428571428571441]
[2,82.5,0.33952975129445723,8.25,412.5,87.5,1.4285714285714288]
[2,82.5,0.50929462694168581,8.25,412.5,87.5,2.1428571428571432]
[2,82.5,0.59417706476530019,8.25,412.5,87.5,2.5000000000000004]
[2,82.5,0.76394194041252872,8.25,412.5,87.5,3.2142857142857144]
[2,82.5,0.84882437823614298,8.25,412.5,87.5,3.5714285714285716]
[2,85,0.16477179106936893,8.5,425,75,0.7142857142857143]
[2,85,0.32954358213873786,8.5,425,75,1.4285714285714286]
[2,85,0.49431537320810681,8.5,425,75,2.1428571428571432]
[2,85,0.57670126874279126,8.5,425,75,2.5]
[2,85,0.74147305981216016,8.5,425,75,3.2142857142857144]
[2,85,0.82385895534684461,8.5,425,75,3.5714285714285716]
[]
["% Cement","% Solids","% Additive","Cement (g)","Tailings (g)","Water (g)","Additive (ml)","7-Day Curing","28-Day Curing","28-Day Curing"]
[3.5,80,0.17857142857142858,14,386,100,{"$f":"C24*(D24+E24)/100","v":0.7142857142857143}]
[3.5,80,0.35714285714285715,14,386,100,1.4285714285714286]
[3.5,80,0.4464285714285714,14,386,100,1.7857142857142856]
[3.5,80,0.625,14,386,100,2.5]
[3.5,80,0.89285714285714279,14,386,100,3.5714285714285712]
[3.5,80,0.89285714285714279,14,386,100,3.5714285714285712,{"$nulls":5}," "]
[3.5,82.5,0.17316017316017315,14.4,398,87.5,0.71411255411255414]
[3.5,82.5,0.34632034632034631,14.4,398,87.5,1.4282251082251083]
[3.5,82.5,0.4329004329004329,14.4,398,87.5,1.7852813852813854]
[3.5,82.5,0.60606060606060608,14.4,398,87.5,2.4993939393939395]
[3.5,82.5,0.86580086580086579,14.4,398,87.5,3.5705627705627707]
[3.5,82.5,0.86580086580086579,14.4,398,87.5,3.5705627705627707]
[3.5,85,0.33613445378151263,14.9,410,75,1.428235294117647]
[3.5,85,0.42016806722689076,14.9,410,75,1.7852941176470589]
[3.5,85,0.58823529411764708,14.9,410,75,2.4994117647058824]
[3.5,85,0.84033613445378152,14.9,410,75,3.5705882352941178]
[3.5,85,0.84033613445378152,14.9,410,75,3.5705882352941178]
[3.5,85,1.2605042016806722,14.9,410,75,5.3558823529411761]
[]
["% Cement","% Solids","% Additive","Cement (g)","Tailings (g)","Water (g)","Additive (ml)","7-Day Curing","28-Day Curing","28-Day Curing"]
[8,80,0.17857142857142858,32,368,100,{"$f":"C44*(D44+E44)/100","v":0.7142857142857143}]
[8,80,0.35714285714285715,32,368,100,1.4285714285714286]
[8,80,0.5357142857142857,32,368,100,2.1428571428571428]
[8,80,0.625,32,368,100,2.5]
[8,80,0.80357142857142849,32,368,100,3.214285714285714]
[8,80,0.89285714285714279,32,368,100,3.5714285714285712]
[8,82.5,0.17316017316017315,33,379.5,87.5,0.7142857142857143]
[8,82.5,0.34632034632034631,33,379.5,87.5,1.4285714285714286]
[8,82.5,0.51948051948051943,33,379.5,87.5,2.1428571428571428]
[8,82.5,0.60606060606060608,33,379.5,87.5,2.5]
[8,82.5,0.77922077922077926,33,379.5,87.5,3.2142857142857144]
[8,82.5,0.86580086580086579,33,379.5,87.5,3.5714285714285716]
[8,85,0.16806722689075632,34,391,75,0.7142857142857143]
[8,85,0.33613445378151263,34,391,75,1.4285714285714286]
[8,85,0.50420168067226889,34,391,75,2.1428571428571428]
[8,85,0.58823529411764708,34,391,75,2.5]
[8,85,0.75630252100840334,34,391,75,3.2142857142857144]
[8,85,0.84033613445378152,34,391,75,3.5714285714285716]

{"sheet":"VM-105","index":35,"n_rows":61,"n_cols":10,"rows_kept":61,"cut":false,"hidden":false,"merged":[]}
["VM-105"]
[]
["% Cement","% Solids","% Additive","Cement (g)","Tailings (g)","Water (g)","Additive (ml)","7-Day Curing","28-Day Curing","28-Day Curing"]
[2,80,0.17507002801120447,8,400,100,{"$f":"C4*(D4+E4)/100","v":0.7142857142857143}]
[2,80,0.35014005602240894,8,400,100,1.4285714285714286]
[2,80,0.4376750700280112,8,400,100,1.7857142857142858]
[2,80,0.52521008403361336,8,400,100,2.1428571428571423]
[2,80,0.70028011204481788,8,400,100,2.8571428571428572]
[2,80,0.87535014005602241,8,400,100,3.5714285714285716]
[2,82.5,0.16976487564722861,8.25,412.5,87.5,0.71428571428571441]
[2,82.5,0.33952975129445723,8.25,412.5,87.5,1.4285714285714288]
[2,82.5,0.42441218911807149,8.25,412.5,87.5,1.7857142857142858]
[2,82.5,0.50929462694168581,8.25,412.5,87.5,2.1428571428571432]
[2,82.5,0.67905950258891445,8.25,412.5,87.5,2.8571428571428577]
[2,82.5,0.84882437823614298,8.25,412.5,87.5,3.5714285714285716]
[2,85,0.16477179106936893,8.5,425,75,0.7142857142857143]
[2,85,0.32954358213873786,8.5,425,75,1.4285714285714286]
[2,85,0.41192947767342231,8.5,425,75,1.7857142857142858]
[2,85,0.49431537320810681,8.5,425,75,2.1428571428571432]
[2,85,0.65908716427747571,8.5,425,75,2.8571428571428572]
[2,85,0.82385895534684461,8.5,425,75,3.5714285714285716]
[]
["% Cement","% Solids","% Additive","Cement (g)","Tailings (g)","Water (g)","Additive (ml)","7-Day Curing","28-Day Curing","28-Day Curing"]
[3.5,80,0.17857142857142858,14,386,100,{"$f":"C24*(D24+E24)/100","v":0.7142857142857143}]
[3.5,80,0.35714285714285715,14,386,100,1.4285714285714286]
[3.5,80,0.4464285714285714,14,386,100,1.7857142857142856]
[3.5,80,0.5357142857142857,14,386,100,2.1428571428571428]
[3.5,80,0.7142857142857143,14,386,100,2.8571428571428572]
[3.5,80,0.89285714285714279,14,386,100,3.5714285714285712]
[3.5,82.5,0.17316017316017315,14.4,398,87.5,0.71411255411255414]
[3.5,82.5,0.34632034632034631,14.4,398,87.5,1.4282251082251083]
[3.5,82.5,0.4329004329004329,14.4,398,87.5,1.7852813852813854]
[3.5,82.5,0.51948051948051943,14.4,398,87.5,2.142337662337662]
[3.5,82.5,0.69264069264069261,14.4,398,87.5,2.8564502164502166]
[3.5,82.5,0.86580086580086579,14.4,398,87.5,3.5705627705627707]
[3.5,85,0.16806722689075632,14.9,410,75,0.71411764705882352]
[3.5,85,0.33613445378151263,14.9,410,75,1.428235294117647]
[3.5,85,0.42016806722689076,14.9,410,75,1.7852941176470589]
[3.5,85,0.50420168067226889,14.9,410,75,2.1423529411764703]
[3.5,85,0.67226890756302526,14.9,410,75,2.8564705882352941]
[3.5,85,0.84033613445378152,14.9,410,75,3.5705882352941178]
[]
["% Cement","% Solids","% Additive","Cement (g)","Tailings (g)","Water (g)","Additive (ml)","7-Day Curing","28-Day Curing","28-Day Curing"]
[8,80,0.17857142857142858,32,368,100,{"$f":"C44*(D44+E44)/100","v":0.7142857142857143}]
[8,80,0.35714285714285715,32,368,100,1.4285714285714286]
[8,80,0.4464285714285714,32,368,100,1.7857142857142856]
[8,80,0.5357142857142857,32,368,100,2.1428571428571428]
[8,80,0.7142857142857143,32,368,100,2.8571428571428572]
[8,80,0.89285714285714279,32,368,100,3.5714285714285712]
[8,82.5,0.17316017316017315,33,379.5,87.5,0.7142857142857143]
[8,82.5,0.34632034632034631,33,379.5,87.5,1.4285714285714286]
[8,82.5,0.4329004329004329,33,379.5,87.5,1.7857142857142858]
[8,82.5,0.51948051948051943,33,379.5,87.5,2.1428571428571428]
[8,82.5,0.69264069264069261,33,379.5,87.5,2.8571428571428572]
[8,82.5,0.86580086580086579,33,379.5,87.5,3.5714285714285716]
[8,85,0.16806722689075632,34,391,75,0.7142857142857143]
[8,85,0.33613445378151263,34,391,75,1.4285714285714286]
[8,85,0.42016806722689076,34,391,75,1.7857142857142858]
[8,85,0.50420168067226889,34,391,75,2.1428571428571428]
[8,85,0.67226890756302526,34,391,75,2.8571428571428572]
[8,85,0.84033613445378152,34,391,75,3.5714285714285716]

{"sheet":"Paste Consolidation","index":48,"n_rows":20,"n_cols":9,"rows_kept":20,"cut":false,"hidden":false,"merged":[[3,0,3,10]]}
["1. Consolidation of Curing Paste"]
[]
[]
["Typically consolidation of paste has been conducted after the samples have been cast and have cured for a designated period of time (I.e. 7,14 or 28 Days of Curing). A preliminary round of testing was conducted using samples which were cured with an applied vertical (consolidation) pressure. The results for presented are for a 3.5% cement, 79% solids mix. It should be noted that the results are preliminary, but do indicate a strengthening of paste, due to a densification of the solid soil matrix within the paste."]
[]
[]
[]
[]
[]
[]
["2. Consolidation of Cured Paste"]
[]
["Inputs",null,null,null,"Valid Range"]
["Cement Content",null,4,"%","(2%-6%)"]
["Solids Content",null,76,"%","(74%-78%)"]
["Curing Time",null,28,"Days","28 Days Only"]
[]
["Predicted "]
["Co-efficient of Consolidation, cv",{"$nulls":6},{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\pasteconsolidation.def\",$C$14:$C$15, 1)","v":{"$error":"#NAME?"}},"m2/ yr"]
["Co-efficient of Secondary Compression, ca",{"$nulls":6},{"$f":"[5]!Predict(\"C:\\RMR Projects\\Neuroshell\\pasteconsolidation.def\",$C$14:$C$15, 2)","v":{"$error":"#NAME?"}}]

{"sheet":"Consol. prelim. Results","index":49,"n_rows":75,"n_cols":1,"rows_kept":75,"cut":false,"hidden":false,"merged":[[24,0,24,9],[49,0,49,9],[74,0,74,9]]}
["Preliminary Test Results from Consolidated Curing Conditions"]
{"$rows_empty":22}
["Figure 1: UCS vs Consolidation Pressure"]
["The increase in strength is considered to be attributable to the densification of the soil matrix. Occuring through the expulsion of additional water. This will occur when the paste is just starting to set."]
{"$rows_empty":23}
["Figure 2: Et vs Consolidation Pressure"]
["The increase in the Tangential Young's Modulus inidcates an increasingly stiff material - As would be expected with the densification of the paste"]
{"$rows_empty":23}
["Figure 3: Failure Strain vs Consolidation Pressure"]
["The decrease in the average failure strain with consolidation pressure indicated the material becoming more brittle, after being cured under higher consolidation pressures. This is also consistent with the densification of paste."]

{"sheet":"Orebody","index":50,"n_rows":22,"n_cols":7,"rows_kept":22,"cut":false,"hidden":false,"merged":[]}
["Cannington Ore body"]
[]
["Overview"]
{"$rows_empty":12}
["Strength and Deformation Characteristics"]
[]
[null,"Inputs"]
[null,"Unconfined Compressive Strength ",null,null,null,65,"MPa"]
[]
[]
[null,"Select Mineralisation "]

{"sheet":"SHMU","index":51,"n_rows":16,"n_cols":3,"rows_kept":16,"cut":false,"hidden":false,"merged":[]}
["Mineralisation Type","SHMU"]
["Name","Muscovite Sillimanite Schist"]
["Ore/ Waste","Waste"]
[]
["Properties"]
["Unconfined Compressive Strength",{"$f":"Orebody!F19","v":65},"MPa"]
["Failure Strain",{"$f":"0.00003*B6+0.0025","v":4.45E-3}]
["Tangential Young's Modulus",15.875,"GPa"]
["Density ",2.76,"t/m3"]
["Poisson's ratio",0.11]
["Tensile Strength",{"$f":"0.21*B6","v":13.65},"MPa"]
["Point Load Strength",{"$f":"B6/B14","v":7.2222222222222223},"MPa"]
["Hardness Classification                                                          (AS 1726-1993, Table 8)","Very Hard"]
["Multiplication Factor (Is50 to UCS)",9]
[]
["Image: SHMU"]

{"sheet":"AMPH","index":52,"n_rows":17,"n_cols":3,"rows_kept":17,"cut":false,"hidden":false,"merged":[]}
["Mineralisation Type","AMPH "]
["Name","Amphibolite"]
["Ore/ Waste","Waste"]
[]
["Properties"]
["Unconfined Compressive Strength",{"$f":"Orebody!F19","v":65},"MPa"]
["Failure Strain",{"$f":"0.00003*B6+0.0025","v":4.45E-3}]
["Tangential Young's Modulus",36.4,"GPa"]
["Density ",2.9856625665529299,"t/m3"]
["Poisson's ratio",0.09]
["Tensile Strength",{"$f":"0.08*B6","v":5.2},"MPa"]
["Point Load Strength",4.1399999999999997,"MPa"]
["Hardness Classification                                                          (AS 1726-1993, Table 8)","Very Hard"]
["Multiplication Factor (Is50 to UCS)",30]
[]
["Image"]
["Not Available"]

{"sheet":"PEGM","index":53,"n_rows":16,"n_cols":3,"rows_kept":16,"cut":false,"hidden":false,"merged":[]}
["Mineralisation Type","PEGM"]
["Name","Pegmatite"]
["Ore/ Waste","Waste"]
[]
["Properties"]
["Unconfined Compressive Strength",{"$f":"Orebody!F19","v":65},"MPa"]
["Failure Strain",{"$f":"0.00003*B6+0.0025","v":4.45E-3}]
["Tangential Young's Modulus",27.425000000000001,"GPa"]
["Density ",2.61,"t/m3"]
["Poisson's ratio",0.22]
["Tensile Strength",{"$f":"0.11*B6","v":7.15},"MPa"]
["Point Load Strength",1.04,"MPa"]
["Hardness Classification                                                          (AS 1726-1993, Table 8)","Very Hard"]
["Multiplication Factor (Is50 to UCS)",25]
[]
["Image: Gnes-Pegmatic"]

{"sheet":"GNES","index":54,"n_rows":16,"n_cols":3,"rows_kept":16,"cut":false,"hidden":false,"merged":[]}
["Mineralisation Type","GNES"]
["Name","Quartzo-felspathic gneiss"]
["Ore/ Waste","Waste"]
[]
["Properties"]
["Unconfined Compressive Strength",{"$f":"Orebody!F19","v":65},"MPa"]
["Failure Strain",{"$f":"0.00003*B6+0.0025","v":4.45E-3}]
["Tangential Young's Modulus",13.75,"GPa"]
["Density ",2.65,"t/m3"]
["Poisson's ratio",0.26]
["Tensile Strength",{"$f":"0.22*B6","v":14.3},"MPa"]
["Point Load Strength",0.49,"MPa"]
["Hardness Classification                                                          (AS 1726-1993, Table 8)","Hard"]
["Multiplication Factor (Is50 to UCS)",9]
[]
["Image: GNES"]

{"sheet":"BM","index":55,"n_rows":16,"n_cols":3,"rows_kept":16,"cut":false,"hidden":false,"merged":[]}
["Mineralisation Type","BM"]
["Name","Burnham"]
["Ore/ Waste","Ore"]
[]
["Properties"]
["Unconfined Compressive Strength",{"$f":"Orebody!F19","v":65},"MPa"]
["Failure Strain",{"$f":"0.00003*B6+0.0025","v":4.45E-3}]
["Tangential Young's Modulus",34,"GPa"]
["Density ",4.38,"t/m3"]
["Poisson's ratio",0.2]
["Tensile Strength",{"$f":"0.07*B6","v":4.5500000000000007},"MPa"]
["Point Load Strength",1.1100000000000001,"MPa"]
["Hardness Classification                                                          (AS 1726-1993, Table 8)","Very Hard"]
["Multiplication Factor (Is50 to UCS)",35]
[]
["Image: Burnham"]

{"sheet":"BL","index":56,"n_rows":16,"n_cols":3,"rows_kept":16,"cut":false,"hidden":false,"merged":[]}
["Mineralisation Type","BL"]
["Name","Broadlands"]
["Ore/ Waste","Ore"]
[]
["Properties"]
["Unconfined Compressive Strength",{"$f":"Orebody!F19","v":65},"MPa"]
["Failure Strain",{"$f":"0.00003*B6+0.0025","v":4.45E-3}]
["Tangential Young's Modulus",33.770000000000003,"GPa"]
["Density ",3.53,"t/m3"]
["Poisson's ratio",0.17]
["Tensile Strength",{"$f":"0.06*B6","v":3.9},"MPa"]
["Point Load Strength",2.74,"MPa"]
["Hardness Classification                                                          (AS 1726-1993, Table 8)","Very Hard"]
["Multiplication Factor (Is50 to UCS)",25]
[]
["Image: Broadlands"]

{"sheet":"GH","index":57,"n_rows":17,"n_cols":3,"rows_kept":17,"cut":false,"hidden":false,"merged":[]}
["Mineralisation Type","GH"]
["Name","Glenholme"]
["Ore/ Waste","Ore"]
[]
["Properties"]
["Unconfined Compressive Strength",{"$f":"Orebody!F19","v":65},"MPa"]
["Failure Strain",{"$f":"0.00003*B6+0.0025","v":4.45E-3}]
["Tangential Young's Modulus",17.55,"GPa"]
["Density ",3.8,"t/m3"]
["Poisson's ratio",0.11]
["Tensile Strength",{"$f":"0.2*B6","v":13},"MPa"]
["Point Load Strength",3.24,"MPa"]
["Hardness Classification                                                          (AS 1726-1993, Table 8)","Very Hard"]
["Multiplication Factor (Is50 to UCS)",9]
[]
["Image"]
["Not Available"]

{"sheet":"QZGA_IT","index":58,"n_rows":17,"n_cols":3,"rows_kept":17,"cut":false,"hidden":false,"merged":[[1,1,1,2],[2,1,2,2]]}
["Mineralisation Type","QZGA/ IT"]
["Name","QZGA – garnetiferous quartzite/ arkose                      QZIT   - meta quartzite/ arkose"]
["Ore/ Waste","Possible Ore - Depending on Pb, Zn, Ag grade & cut off grade - typically. Found in ore bearing rocks"]
[]
["Properties"]
["Unconfined Compressive Strength",{"$f":"Orebody!F19","v":65},"MPa"]
["Failure Strain",{"$f":"0.00003*B6+0.0025","v":4.45E-3}]
["Tangential Young's Modulus",24.85,"GPa"]
["Density ",2.94,"t/m3"]
["Poisson's ratio",0.17]
["Tensile Strength",{"$f":"0.07*B6","v":4.5500000000000007},"MPa"]
["Point Load Strength",3.82,"MPa"]
["Hardness Classification                                                          (AS 1726-1993, Table 8)","Very Hard"]
["Multiplication Factor (Is50 to UCS)",35]
[]
["Image"]
["Not Available"]

{"sheet":"QZHD","index":59,"n_rows":17,"n_cols":3,"rows_kept":17,"cut":false,"hidden":false,"merged":[[2,1,2,2]]}
["Mineralisation Type","QZHD"]
["Name","Hedenbergite Quartzite rock"]
["Ore/ Waste","Possible Ore - Depending on Pb, Zn, Ag grade & cut off grade - typically. Found in ore bearing rocks"]
[]
["Properties"]
["Unconfined Compressive Strength",{"$f":"Orebody!F19","v":65},"MPa"]
["Failure Strain",{"$f":"0.00003*B6+0.0025","v":4.45E-3}]
["Tangential Young's Modulus",36.35,"GPa"]
["Density ",3.3,"t/m3"]
["Poisson's ratio",0.13]
["Tensile Strength",{"$f":"0.07*B6","v":4.5500000000000007},"MPa"]
["Point Load Strength",3.21,"MPa"]
["Hardness Classification                                                          (AS 1726-1993, Table 8)","Very Hard"]
["Multiplication Factor (Is50 to UCS)",25]
[]
["Image"]
["Not Available"]

{"sheet":"HDMT","index":60,"n_rows":17,"n_cols":3,"rows_kept":17,"cut":false,"hidden":false,"merged":[[1,1,1,2],[2,1,2,2]]}
["Mineralisation Type","HDMT"]
["Name","Magnetite bearing Hedenbergite rock"]
["Ore/ Waste","Possible Ore - Depending on Pb, Zn, Ag grade & cut off grade - typically. Found in ore bearing rocks"]
[]
["Properties"]
["Unconfined Compressive Strength",{"$f":"Orebody!F19","v":65},"MPa"]
["Failure Strain",{"$f":"0.00003*B6+0.0025","v":4.45E-3}]
["Tangential Young's Modulus",28.2,"GPa"]
["Density ",4.2,"t/m3"]
["Poisson's ratio",0.13]
["Tensile Strength",{"$f":"0.11*B6","v":7.15},"MPa"]
["Point Load Strength",2.44,"MPa"]
["Hardness Classification                                                          (AS 1726-1993, Table 8)","Very Hard"]
["Multiplication Factor (Is50 to UCS)",20]
[]
["Image"]
["Not Available"]

{"sheet":"PXAM","index":61,"n_rows":16,"n_cols":3,"rows_kept":16,"cut":false,"hidden":false,"merged":[[2,1,2,2]]}
["Mineralisation Type","PXAM"]
["Name","Pyrobole Rock"]
["Ore/ Waste","Possible Ore - Depending on Pb, Zn, Ag grade & cut off grade - typically. Found in ore bearing rocks"]
[]
["Properties"]
["Unconfined Compressive Strength",{"$f":"Orebody!F19","v":65},"MPa"]
["Failure Strain",{"$f":"0.00003*B6+0.0025","v":4.45E-3}]
["Tangential Young's Modulus",24.15,"GPa"]
["Density ",3.75,"t/m3"]
["Poisson's ratio",0.17]
["Tensile Strength",{"$f":"0.14*B6","v":9.1000000000000014},"MPa"]
["Point Load Strength",6.41,"MPa"]
["Hardness Classification                                                          (AS 1726-1993, Table 8)","Extremely Hard"]
["Multiplication Factor (Is50 to UCS)",9]
[]
["Image: Mafic PXAM Pyrobole Rock"]

{"sheet":"Overview","index":62,"n_rows":29,"n_cols":2,"rows_kept":29,"cut":false,"hidden":false,"merged":[]}
["Ore body Overview"]
{"$rows_empty":25}
[null,"           Plan View                                                                   Section View"]
[]
[null,"The Southern zone (34.7 Mt @ 12.4% Pb, 4.9% Zn and 582 g/t Ag) contains the bulk of the defined reserve and is the focus of current development. In the Southern zone mineralisation dips at about 50 degrees toward the East (refer Section view) reaching a maximum depth of about 600 m. Lying at the heart of the deposit is a body of amphibolite (up to 200m thick) known as the \"core amphibolite\". Mineralisation lying structurally above and below the amphibolite is referred to as hanging wall and footwall mineralisation respectively. This mineralisation has been divided into a number of specific ore types, which define a stacked sequence of chemically and mineralogically distinct sheets. In the Northern zone (9.1 Mt @ 8.9% Pb, 3.0% Zn and 371 g/t Ag) the geometry and the distinction between specific ore types is less clear. The majority of mineralisation occurs above the core amphibolite in a sub-vertical to steeply west dipping zone up to 200m wide, which is terminated by the Trepell Fault. "]

{"sheet":"Mineralisation","index":63,"n_rows":18,"n_cols":9,"rows_kept":18,"cut":false,"hidden":false,"merged":[[17,1,17,8],[7,1,8,1],[9,1,10,1],[11,1,13,1],[14,1,15,1]]}
["Mineralisation"]
[]
[]
[]
[]
[]
[null,"Lode Horizon","Mineralisation","Log Type","Fe: Si","Pb:Zn","Ag: Pb%","Ore Grade","Gangue*"]
[null,"Hangingwall Lead ","Broadlands, BL","PQ, QZ","Mafic-siliceous bands","Pb>>Zn","21-50","Med-Low","qtz-pxm-gn"]
[null,null,"Burnham, BM","PA, PT","Mafic","Pb>>Zn","41-56","High","mag-fl-pxm-px-qtz"]
[null,"Hangingwall Zinc","Kheri, KH","PA","Mafic","Zn>Pb","29-63","Low","px-qtz-mag-fl"]
[null,null,"Kheri/ Colwell, KC","PA, PT","Mafic","Zn>Pb",110,"Low","mag-fl-px-qtz"]
[null,"Footwall Zinc","Colwell, CW","PA, PT","Mafic","Zn>Pb","28-74","Low-Med","mag-fl-px-qtz"]
[null,null,"Cuckadoo, CK","QZ, QT","Siliceous","Zn>>Pb","23-38","Med","qtz-(chl-gn)"]
[null,null,"Glenholme, GH","QZ","Siliceous","Pb<>Zn","33-41","High","qtz-carb"]
[null,"Footwall Lead","Nithsdale, NS","PT, PA","Mafic","Pb>>Zn","N/A","Med","mag-fl-pxm-px-qtz"]
[null,null,"Warenda, WA","PQ,QZ","Mafic-siliceous bands","Pb>Zn","N/A","Low","qtz-pxm-gn"]
[null,"Brolga Fault","Glenholme GH","QZ","Siliceous","Pb<>Zn","33-41","Very High","qtz-(carb)"]
[null,"* Where: mag-magnetite, fl-fluorite, px-pyroxenes, qtz-quartz, gn-garnet, carb-carbonates, pxm-pyroxmangite, chl-chlorite"]

{"sheet":"Test Mtds.","index":64,"n_rows":11,"n_cols":2,"rows_kept":11,"cut":false,"hidden":false,"merged":[]}
["Rock Testing Standards"]
[]
[]
["Standard","Description"]
["AS 4133.0-1993","Methods of testing rocks for engineering purposes - General requirements and list of methods "]
["AS 4133.2.1.2-1993","Methods of testing rocks for engineering purposes - Rock porosity and density tests - Determination of rock porosity and dry density - Saturation and buoyancy techniques "]
["AS 4133.4.1-1993","Methods of testing rocks for engineering purposes - Rock strength tests - Determination of point load strength index "]
["AS 4133.4.1-1993/Amdt 1-1994","Methods of testing rocks for engineering purposes - Rock strength tests - Determination of point load strength index "]
["AS 4133.4.2-1993","Methods of testing rocks for engineering purposes - Rock strength tests - Determination of uniaxial compressive strength "]
["AS 4133.4.3-1993","Methods of testing rocks for engineering purposes - Rock strength tests - Determination of deformability of rock materials in uniaxial compression "]
["AS 4133.5-2002","Methods of testing rocks for engineering purposes - Sampling of rock core "]