9-) Yüzeysel Temel
- Gokhan Alkan (Unlicensed)
- Seda Ozdemir (Unlicensed)
Yapı yükünün, zemin yüzeyine yakın bir yerde güvenle taşınabildiği zeminlerde uygulanır. Yüzeysel temeller kenarayak/köprü ayağı altına konumlanır ve böylece üstyapıdan kenarayak/köprü ayağı aracılığıyla akan düşey yük, yüzeysel temel aracılığıyla zemine aktarılır.
Kullanıcı Parametreleri
<O N="GeometricParameters" T="Project"> <P N="Substructure" V="KKK1" T="TemelReferansObjesi" D="Alt Yapi Objesi" Role="Input" Category="Geometri" /> <O T="ParamInfo" Min="1" Max="1" Required="1" Pick="1" Param="Substructure" /> <P N="thickness" V="1800" D="Temel Kalinliği" Role="Input" Category="Geometri" UT="Length" UC="M_KN" /> <P N="FoundationDepth" V="25120" D="Temel Genişliği" Role="Input" Category="Geometri" UT="Length" UC="M_KN" /> <P N="LeanWidth" V="14800" D="Grobeton Uzunluğu" Role="Input" Category="Geometri" UT="Length" UC="M_KN" /> <P N="LeanDepth" V="26000" D="Grobeton Genişliği" Role="Input" Category="Geometri" UT="Length" UC="M_KN" /> <P N="LeanThick" V="150" D="Grobeton Kalinliği" Role="Input" Category="Geometri" UT="Length" UC="CM_KGF" /> <P N="FS" V="3" D="Güvenlik Katsayısı" Role="Input" Category="Geometri" /> <P N="on_depth" V="0" D="Ön Ampatman Genişliği(Kenarayak)" Role="Input" Category="Geometri" UT="Length" UC="CM_KGF" /> <P N="t_width" V="11000" D="Temel Uzunluğu(Kolon)" Role="Input" Category="Geometri" UT="Length" UC="CM_KGF" /> </O> <O N="FEMParameters" T="Group"> <P N="runMesh" V="2" D="Sonlu Eleman Modeli[Olustur=1/Olusturma=2]" Role="Input" Category="FEM" /> <P N="foundation_Mat" V="NULL" T="Material" D="Material" Role="Input" Category="FEM" /> <P N="meshSize" V="7500" Role="Input" Category="FEM" /> </O>
Gerekli Parametreler
Alt yapı objesi (Substructure)
Sisitemde bulunan köprü ayaklarının seçimidir.
ParamInfo
Temel kalınlığı (thickness) (m)
Yüzeysel temelin yukarı yöndeki boyutudur.
Temel genişliği (FoundationDepth) (m)
Yüzeysel temelin yolun doğrultusuna dik yöndeki boyutudur.
Grobeton Uzunluğu (LeanWidth) (m)
Grobetonun yolun doğrultusu yönündeki boyutudur.
Grobeton genişliği (LeanDepth) (m)
Grobetonun yolun doğrultusuna dik yöndeki boyutudur.
Grobeton kalınlığı (LeanThick) (cm)
Grobetonun yukarı yöndeki boyutudur.
Güvenlik katsayısı(FS) () DOC-21 - Getting issue details... STATUS
Ön ampatman genişliği (on_depth)(cm)
Kenar ayağın altında oluşacak temel objesinde kenar ayağın ön duvarı ile temel arasındaki mesafedir.
Temel uzunluğu(Kolon)(t_width)(m)
Köprü boyuna yönündeki temelin boyutudur.
3D Geometri
<O N="Geometry" T="Project"> <O N="ColumnFoundation" T="Group"> <P N="Guard" V="Substructure.SubStructureType.EQ. 2" /> <P N="rotate" V="alignHA(SFoundationRoute, CoordinateX, CoordinateY)" /> </O> <O N="General" T="Group"> <O N="AbutmentFoundation" T="Group"> <P N="Guard" V="Substructure.SubStructureType.EQ. 1" /> <P N="abutment" V="(Substructure.OD_t/2-Substructure.AD_t/2)" /> <P N="BackLength" V="(Direction*(abutment/cos(beta)+Substructure.YD_w_left+Substructure.AD_t/cos(beta)))" /> <P N="skew" V="((FoundationDepth/2)*tan(beta))" /> <P N="beta" V="Substructure.sRad*(-Substructure.Variable)" /> <P N="Direction" V="Substructure.Variable" /> <P N="abtmnt_width" V="abutment+BackLength+on_depth" /> <P N="Point_1" V="[-BackLength-skew,-FoundationDepth/2]" /> <P N="Point_2" V="[(Direction*(abutment+on_depth))-skew,-FoundationDepth/2]" /> <P N="abtmnt_width" V="linel([Point_1,Point_2])" /> <P N="RouteAngle" V="alignHA(SFoundationRoute,CoordinateX,CoordinateY)" /> <O N="ShallowFoundation" T="Volume" X="CoordinateX" Y="CoordinateY" Z="CoordinateZ" Alignment="SFoundationRoute" AlignH="Orient" AlignV="Fixed" AlignT="Fixed"> <O T="Surface" Z="0"> <O T="Point" X="-BackLength-skew" Y="-FoundationDepth/2" /> <O T="Point" X="-BackLength+skew" Y="FoundationDepth/2" /> <O T="Point" X="(Direction*(abutment+on_depth))+skew" Y="FoundationDepth/2" /> <O T="Point" X="(Direction*(abutment+on_depth))-skew" Y="-FoundationDepth/2" /> </O> <O T="Surface" Z="-thickness"> <O T="Point" X="-BackLength-skew" Y="-FoundationDepth/2" /> <O T="Point" X="-BackLength+skew" Y="FoundationDepth/2" /> <O T="Point" X="(Direction*(abutment+on_depth))+skew" Y="FoundationDepth/2" /> <O T="Point" X="(Direction*(abutment+on_depth))-skew" Y="-FoundationDepth/2" /> </O> </O> <O N="LeanConcrete" T="Group"> <P N="AbutmentLength" V="(Substructure.OD_t/2+Substructure.YD_w_left)+(Substructure.OD_t/2+on_depth)" /> <P N="Deltagb_width" V="(LeanWidth-AbutmentLength)/2" /> <P N="gb_arka_w" V="(Direction*(Substructure.OD_t/2+Substructure.YD_w_left+Substructure.AD_t+Deltagb_width))" /> <P N="gb_on_w" V="(Direction*(Substructure.OD_t/2+on_depth+Deltagb_width))" /> <P N="skew_gb" V="((LeanDepth/2)*tan(beta))" /> <O N="LeanConcrete1" T="Volume" X="CoordinateX" Y="CoordinateY" Z="CoordinateZ-thickness" Alignment="SFoundationRoute" AlignH="Orient" AlignV="Fixed" AlignT="Fixed"> <P N="Opacity" V="0.7" /> <O T="Surface"> <O T="Point" X="-gb_arka_w-skew_gb" Y="-LeanDepth/2" Z="0" /> <O T="Point" X="-gb_arka_w+skew_gb" Y="LeanDepth/2" Z="0" /> <O T="Point" X="gb_on_w+skew_gb" Y="LeanDepth/2" Z="0" /> <O T="Point" X="gb_on_w-skew_gb" Y="-LeanDepth/2" Z="0" /> </O> <O T="Surface"> <O T="Point" X="-gb_arka_w-skew_gb" Y="-LeanDepth/2" Z="-LeanThick" /> <O T="Point" X="-gb_arka_w+skew_gb" Y="LeanDepth/2" Z="-LeanThick" /> <O T="Point" X="gb_on_w+skew_gb" Y="LeanDepth/2" Z="-LeanThick" /> <O T="Point" X="gb_on_w-skew_gb" Y="-LeanDepth/2" Z="-LeanThick" /> </O> </O> </O> </O> <O N="ColumnFoundation" T="Group"> <P N="Guard" V="Substructure.SubStructureType.EQ. 2" /> <O N="Bridge_Path" T="Group"> <O N="Edge_Coordinates" T="Group"> <P N="Point_1_LU" V="[CoordinateX-t_width/2,CoordinateY+FoundationDepth/2,CoordinateZ]" /> <P N="Point_2_LA" V="[CoordinateX-t_width/2,CoordinateY-FoundationDepth/2,CoordinateZ]" /> <P N="Point_3_RA" V="[CoordinateX+t_width/2,CoordinateY-FoundationDepth/2,CoordinateZ]" /> <P N="Point_4_RU" V="[CoordinateX+t_width/2,CoordinateY+FoundationDepth/2,CoordinateZ]" /> <P N="Points_Coordinates" V="concat([Point_1_LU],[Point_2_LA],[Point_3_RA],[Point_4_RU])" /> </O> </O> <O N="ShallowFoundation" T="Volume" Alignment="SFoundationRoute" AlignH="Orient" AlignV="Fixed" AlignT="Fixed"> <O T="Surface" Z="-thickness"> <O T="Repeat" S="0" E="length(Points_Coordinates)-1" I="1" CTRL="j" j="0"> <O T="Point" X="Points_Coordinates[j][0]" Y="Points_Coordinates[j][1]" Z="Points_Coordinates[j][2]" /> </O> </O> <O T="Surface"> <O T="Repeat" S="0" E="length(Points_Coordinates)-1" I="1" CTRL="j" j="0"> <O T="Point" X="Points_Coordinates[j][0]" Y="Points_Coordinates[j][1]" Z="Points_Coordinates[j][2]" /> </O> </O> </O> <O N="LeanConcrete" T="Volume" X="CoordinateX" Y="CoordinateY" Z="CoordinateZ-thickness" Alignment="SFoundationRoute" AlignH="Orient" AlignV="Fixed" AlignT="Fixed"> <P N="Opacity" V="0.5" /> <O T="Surface" Z="0"> <O T="Point" X="LeanWidth/2" Y="LeanDepth/2" /> <O T="Point" X="-LeanWidth/2" Y="LeanDepth/2" /> <O T="Point" X="-LeanWidth/2" Y="-LeanDepth/2" /> <O T="Point" X="LeanWidth/2" Y="-LeanDepth/2" /> </O> <O T="Surface" Z="-LeanThick"> <O T="Point" X="LeanWidth/2" Y="LeanDepth/2" /> <O T="Point" X="-LeanWidth/2" Y="LeanDepth/2" /> <O T="Point" X="-LeanWidth/2" Y="-LeanDepth/2" /> <O T="Point" X="LeanWidth/2" Y="-LeanDepth/2" /> </O> </O> <O N="test" T="Group"> <O N="Width Control" T="Check"> <P N="Criteria" V="t_width .LE. LeanWidth" /> </O> <O N="Depth Control" T="Check"> <P N="Criteria" V="FoundationDepth .LE. LeanDepth" /> </O> </O> </O> </O> </O>
Finite Element Model DOC-61 - Getting issue details... STATUS
<O N="FiniteElement" T="Project"> <P N="Guard" V="runMesh.EQ.1" /> <P N="mTol" V="1" /> <O N="Pier" T="Group"> <P N="Guard" V=" Substructure.SubStructureType.EQ. 1 " /> <O N="FoundationTopNode" T="Node" X="Ref_List[0]" Y="Ref_List[1]" Z="Ref_List[2]" /> <O N="FoundationCogNode" T="Node" X="Ref_List[0]" Y="Ref_List[1]" Z="Ref_List[2]-thickness/2" /> <O N="Rigid_Line" T="FELine"> <P N="Node1" V="FoundationTopNode" T="Node" /> <P N="Node2" V="FoundationCogNode" T="Node" /> <P N="Section" V="RigidSec" T="Section" /> </O> <O N="RigidSec" T="Section"> <P N="Material" V="RigMat" T="Material" /> <P N="Ay" V="1e+10" /> <P N="Ax" V="1e+10" /> <P N="Az" V="1e+10" /> <P N="J" V="1e+10" /> <P N="Iy" V="1e+10" /> <P N="Iz" V="1e+10" /> <P N="Izy" V="1e+10" /> </O> <O N="RigMat" T="Material"> <P N="E" V="44000" D="Beton 28 Günlük Elastisite Modülü" UT="Stress" UC="Internal" /> <P N="G" V="17600" D="Beton 28 Günlük Kayma Modülü" UT="Stress" UC="Internal" /> <P N="d" V="0" D="Beton Birim Hacim Ağırlığı" UT="Density" UC="Internal" /> <P N="a" V="0.00001" D="Beton Isıl Genleşme Katsayısı" /> <P N="Nu" V="0.2" D="Beton Poisson Oranı" /> <P N="Type" V="Concrete" T="Text" /> <P N="Fc28" V="80" D="28 Günlük Beton Dayanımı (Silindir)" UT="Stress" UC="Internal" /> <P N="Fc28_cube" V="95" D="28 Günlük Beton Dayanımı (Küp)" UT="Stress" UC="Internal" /> </O> <O N="Points_Surface" T="Group"> <P N="surface_po1" V="[t_width/2,FoundationDepth/2]" /> <P N="surface_po2" V="[-t_width/2,FoundationDepth/2]" /> <P N="surface_po3" V="[-t_width/2,-FoundationDepth/2]" /> <P N="surface_po4" V="[t_width/2,-FoundationDepth/2]" /> <P N="angle" V="rotate" /> <P N="Critical_Point" V="translate(Ref_List,0,0,-thickness/2)" /> <P N="PrincipalList" V="[Critical_Point]" /> <P N="Foun_Length" V="t_width" /> </O> <O N="Foundation_Mesh" T="FEMesh" CX="meshSize" CY="meshSize" ConstraintPts="PrincipalList"> <P N="Material" V="foundation_Mat" T="Material" /> <P N="Tz" V="-1000" /> <P N="Tx" V="-1" /> <P N="Ty" V="-1" /> <O T="Surface" X="CoordinateX" Y="CoordinateY" Z="CoordinateZ-thickness/2" Thickness="thickness"> <O T="Point" X="surface_po1[0]+mTol" Y="surface_po1[1]+mTol" Z="0" /> <O T="Point" X="surface_po2[0]-mTol" Y="surface_po2[1]+mTol" Z="0" /> <O T="Point" X="surface_po3[0]-mTol" Y="surface_po3[1]-mTol" Z="0" /> <O T="Point" X="surface_po4[0]+mTol" Y="surface_po4[1]-mTol" Z="0" /> </O> </O> </O> <O N="Abutment" T="Group"> <P N="Guard" V=" Substructure.SubStructureType.EQ. 2" /> <O N="Points_Surface" T="Group"> <P N="surface_po1" V="[-BackLength-skew,-FoundationDepth/2]" /> <P N="surface_po2" V="[-BackLength+skew,FoundationDepth/2]" /> <P N="surface_po3" V="[(Direction*(abutment+on_depth))+skew,FoundationDepth/2]" /> <P N="surface_po4" V="[(Direction*(abutment+on_depth))-skew,-FoundationDepth/2]" /> <P N="PrincipalList" V="[Ref_List]" /> <P N="Foun_Length" V="abtmnt_width" /> </O> <O N="Foundation_Mesh" T="FEMesh" CX="meshSize" CY="meshSize" ConstraintPts="PrincipalList"> <P N="Material" V="foundation_Mat" T="Material" /> <P N="Tz" V="-1000" /> <P N="Tx" V="-1" /> <P N="Ty" V="-1" /> <O T="Surface" X="CoordinateX" Y="CoordinateY" Z="CoordinateZ" Thickness="thickness" Node1LocalOffZ="thickness/2" Node2LocalOffZ="thickness/2" Node3LocalOffZ="thickness/2" Node4LocalOffZ="thickness/2"> <O T="Point" X="surface_po1[0]+mTol" Y="surface_po1[1]+mTol" Z="0" /> <O T="Point" X="surface_po2[0]-mTol" Y="surface_po2[1]+mTol" Z="0" /> <O T="Point" X="surface_po3[0]-mTol" Y="surface_po3[1]-mTol" Z="0" /> <O T="Point" X="surface_po4[0]+mTol" Y="surface_po4[1]-mTol" Z="0" /> </O> </O> </O> <O N="Soil_Properties" T="Group"> <P N="Modulus_Reaction_Object" V="objs('',NULL,'KBYS_YatakKatsayisiHesabi')" /> <O N="Foundation_Parameter" T="Group"> <P N="Guard" V="length(Modulus_Reaction_Object) .NE. 0" /> <P N="Foundation_List" V="filter(Modulus_Reaction_Object[0].Soil_Parameters_List , x[0] .EQ. thickness .AND. x[1] .EQ. FoundationDepth )" /> <P N="Merged_F_List" V="mergel(Foundation_List)" /> <P N="k_st" V="Merged_F_List[6]" /> <P N="gama_effective" V="Modulus_Reaction_Object[0].gama" /> <P N="Und_Dra_Strength" V="Modulus_Reaction_Object[0].Cu" /> <O N="Bearing_Factors" T="Group"> <P N="F_Nc" V="Merged_F_List[3]" /> <P N="F_Nq" V="Merged_F_List[4]" /> <P N="F_Ngama" V="Merged_F_List[5]" /> <P N="F_phi" V="Merged_F_List[2]" /> </O> <O N="Shape_Factors" T="Group"> <P N="s_c" V="1+(FoundationDepth/t_width)*(F_Nq/F_Nc)" /> <P N="s_q" V="1+(FoundationDepth/t_width)*tan(F_phi*2*pi/360)" /> <P N="s_gama" V="1-0.4*((FoundationDepth/t_width))" /> </O> <O N="Depth_Factors" T="Group"> <P N="k_f" V="iif(thickness/FoundationDepth .LE. 1 , thickness/FoundationDepth , atan(thickness/FoundationDepth) )" /> <P N="d_c" V="1+0.4*k_f" /> <P N="d_q" V="1+2*k_f*tan(F_phi*2*pi/360)*((1-sin(F_phi*2*pi/360))^2)" /> <P N="d_gama" V="1" /> </O> <P N="Ult_Bearing_Capacity" V="Und_Dra_Strength*F_Nc*s_c*d_c+(gama_effective*thickness)*F_Nq*s_q*d_q+0.5*gama_effective*FoundationDepth*F_Ngama*s_gama*d_gama" /> <P N="Allowable_Q_Capacity" V="Ult_Bearing_Capacity/FS" /> </O> </O> </O>
Export
<O T="Export"> <O N="StartCoordinates" T="Group"> <P N="Ref_List" V="iif(Substructure.SubStructureType.EQ. 1,onliner([Substructure.StartRefline,Substructure.EndRefline],0.5),onliner([Substructure.FoundationRefST,Substructure.FoundationRefEND],0.5))" /> <P N="SFoundationRoute" V="iif(Substructure.SubStructureType.EQ. 1, Substructure.Alignment_.YolAliynmani, Substructure.ColumnRoute)" /> <P N="CoordinateX" V="Ref_List[0]" /> <P N="CoordinateY" V="Ref_List[1]" /> <P N="CoordinateZ" V="Substructure.LocZ" /> </O> </O>