/ / Kenpave Software program Manual Kenpave Software Manual Title: Kenpave Software Manual File size: 840mn Language: British Rating: 6/10 (1) This is the Major Menus of LAYERINP for generating and modifying data document. This menus appears when the LAYERINP switch on the Main Display of KENPAVE is definitely. NL: Enter “2” because “1” doesn't function. KENLAYER models the sidewalk system as one or several material layers overlying a sémi-infinite halfspace.
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Since KenPave and Chev P C software use different concept in the calculations of stresses and strainsof flexible pavement in orde r to determine the o utput results. Thus, the objective of t his.
22 Jul - 22 min - Uploaded by make joyful your mind conciousness An substitute to evaluate multti-layer program. There will be a different modelling software to analyse versatile pavement structure. KEYWORDS: flexible sidewalk; kenlayer; deflection; tension distribution; layer. Evaluation of Stress output Making use of KenPave and ChevPC Software program. The Asphalt Company in the ninth edition of the design guide (AI, ). Course Instance KENPAVE 5-Coating Evaluation - Download as ExceI Spreadsheet.
XIs), PDF Document.pdf) Pavement Analysis Style 2nd Edition Solution Manual. Download Instance on 5-level analysis making use of Kenpave: Result text documents 1 and 2 (Kenpave result data files) Evaluation and No assistance or guide is accessible. The software KENPAVE, developed by Huang, was used to design typical versatile and rigid pavement structures.(28) The mechanistic replies were then utilized. The analysis utilized the KENLAYER software and sidewalk materials Shell International Oil, , 'System Pavement Style Manual. More:.
KENPAVE ANALYSIS LAB Document PAVEMENT DESIGN AND Upkeep SRI LANKA Start OF Details AND Technologies Teachers OF Anatomist DABARE G.L.T. Durante 14548260 KENPAVE ANALYSIS PAVEMENT Style AND Servicing KENPAVE ANALYSIS CONTENTS INTRODUCTION. 1 OBJECTIVES.
1 PROCEDURE. 1 Versatile Pavement Design. 1 Strict Pavement Style.
9 Outcomes. 18 Flexible Pavement Design Results. 18 Strict Pavement Design Outcomes. 22 Recommendations. 26 Sidewalk Style AND Servicing i KENPAVE ANALYSIS Listing OF Numbers Body 1 - Major Menus Of LAYERINP. 1 Body 2 - Versatile Pavement Query. 2 Physique 3 - Common Toolbar.
2 Physique 4 - Zcoord In the Toolbar. 4 Physique 5 - Layer Tabs. 4 Number 6 - Moduli Tabs. 5 Physique 7 - Layer Moduli Cont. 5 Figure 8 - Insert Tab.
6 Shape 9 - Steering wheel Agreement. 6 Body 10 - Load Tabs Cont.
7 Physique 11 - Primary Screen (KENLAYER). 8 Shape 12 - Outcome Sheet (Flexible Pavement Design). 8 Body 13 - Common Tab (Rigid Pavement Design). 9 Physique 14 - Agreements of Slabs and Joints Tabs.
10 Physique 15 - A Coordinate for Each Piece. 10 Body 16 - Times Coordinates óf Grid for SIabs Tab. 10 Physique 17 - Y Coordinate for Each Piece.
11 Number 18 - Y Coordinates of Grid for Slabs Tab. 11 Number 19 - Thickness, Poisson's Ratio, Little's Modulus and Device Fat of Concrete Tabs. 11 Body 20 - Loaded Areas and Contact Pressures Tab. 12 Amount 21 - Packed Areas and Contact Pressures Tabs (For Insert Group 1). 12 Body 22 - Loaded Locations and Contact Stresses Tab (For Insert Team 2). 12 Number 23 - Packed Areas and Contact Pressures Tab (For Fill Team 3).
13 Physique 24 - Nodes for Printout Tab. 13 Figure 25 - Nodes on Y Axis of Symmetry Tab. 13 Number 26 - Solid Foundation Tabs. 14 Figure 27 - Base Seasonal Modification Factor tab. 14 Figure 28 - Strength of Exhaustion Coefficients of Each Slab Level. 14 Figure 29 - Load Repetitions of Each Period. 15 Amount 30 - Fill Repetitions for Period Zero 1.
15 Body 31 - Weight Repetitions for Time period Zero 2. 15 Physique 32 - Main Screen (Rigid Pavement Style). 16 Body 33 - Result Linen (Rigid Sidewalk Design). 16 PAVEMENT Style AND MAINTENANCE ii KENPAVE Evaluation INTRODUCTION KENPAVE is a combination of 4 divided software. Which are usually KENLAYER, SLABSNIP, LAYERRlNP, KENSLABS.
KENPAVE was written making use of visual fundamental and can become run on pc with windows 95 or higher. Details on the make use of of the software can end up being discovered on the computer screen. During the practical, were able to design the both versatile and firm pavements by using KENPAVE software.
Throughout the document, method of the lab workout and the outcomes acquired from that software were discussed. OBJECTIVES ➢ Design a versatile sidewalk by making use of given data. ➢ Design a inflexible sidewalk by making use of given information.
➢ Answer the questions by using above designs. Process Flexible Pavement Design Very first open up the KENPAVE software and title the task. As soon as the title of the project has ended up written, click on the LAYERNIP option and the subsequent window has been appeared. Body 1 - Primary Menus Of LAYERINP PAVEMENT Style AND Servicing 1 KENPAVE ANALYSIS After that values acquired to insert in the options demonstrated in red from the perfect to the still left, the choices proven in glowing blue indicate that they possess predetermined beliefs which can become revised or transformed if the task needs it.
Sticking with diagram display the style information which can are needed to perform the style. Amount 2 - Versatile Pavement Issue The brand-new data document was arranged developed by clicking 'File' and 'New' ánd the filename 'UntitIed' getting made an appearance on the label beneath 'Document'.
Then general tab (in the toolbar) had been opened by hitting on it. In the general tab several things had been changed relating to the given style (shape 2).
Each and every one of them will become discussed in complete component of the report. Using diagram exhibits that the windows of general toolbar. Body 3 - Common Toolbar Sidewalk Style AND Upkeep 2 KENPAVE ANALYSIS TITLE: in there can enter any descriptive title of 68 characters or less. Commas are usually not permitted. MATL: Enter “1” if all of the components will become using are usually linear flexible and 2, 3 and 4 will get into as appropriate. In the useful enter 1, because assume that components which are usually going to become utilized will deform Iinearly. NDAMA: Enter “0” because harm analysis had been not regarded as in this style.
NLG: Enter “1” because just one insert group were generally there. But in thé software, can possess maximum of 12 different load groupings. A insert group is made up of either a solitary wheel fill, a double wheel insert, a conjunction axle insert, or a tridem axle insert. DEL: Leave at the defauIt of 0.001, which implies a numerical integration accuracy of 0.1%. NL: Enter “3” because there had been 3 layers in the issue. Two can be the minimal quantity of levels can have and optimum will be 19.
NZ: Enter “3” because tension and deflection results at 3 depths had been asked for. But can obtain output at as numerous as 19 different depths. ICL: Depart at 80 (default). If the system doesn'testosterone levels converge on a option within 80 iterations, it stops.
NSTD: Enter “1” just because straight displacements were regarded as result. NBOND: Leave at “1” because completely frictional coating interfaces were used.
NLBT: Depart at “1” since not considering the damage analysis. This entrance specifies the amount of layers for which a damage analysis will end up being performed based on the tensile strain at the bottom of the level (which contributes to fatigue failure).
NLBT: Leave at “1” since not considering harm analysis. This entrance specifies the amount of levels for which a harm evaluation will be performed centered on the compressive strain at the top of the coating (which contributes to rutting failure). NUNIT: Keep at “0” for English devices. In the designs can also arranged it to “1” for SI products. Upon conclusion, click on 'OK' to come back to the Major Menus of LAYERINP. Aftér that “Zcoord” tab on the toolbar has been selected by clicking on on it.
Pursuing figure displays the windowpane of Zcoord. Sidewalk Style AND MAINTENANCE 3 KENPAVE ANALYSIS Number 4 - Zcoord In the Toolbar ZC: Enter the depths (in in .) at which stréss/strain/deflection óutput want to óbtain. According to the provided style (body 2), depths were joined in to thé software. Upon conclusion, click the 'OK' key to come back to the Main Menus of LAYERINP. Aftér that “Layer” tabs on the toolbar was opened by hitting on it. Using figure displays that the layer tabs in the KENPAVE software.
Body 5 - Layer Tabs TH: Each materials layer thickness (in in .) were éntered in to softwaré according to thé design provided (figuré 2). The final layer is usually unlimited in thickness and want not become specified. Sidewalk DESIGN AND Upkeep 4 KENPAVE ANALYSIS Page rank: provided values were got into in to the table. In the styles if those beliefs were not really given take “0.5” for incompressible materials. Suggested values for asphalt and granular components are 0.35 and for fine-grained soils 0.45. After keying the information in a mobile press “Enter” or the up or straight down arrow essential to make it efficient.
After that “Moduli” tabs on the toolbar was opened up by hitting on it. Physique 6 - Moduli Tab After that “Time period1” had been chosen by clicking on on it.
Figure 7 - Layer Moduli Cont. Elizabeth: appropriate modulus of each level was added relating to style information. Upon completion, click the 'Fine' button to return to the Layer Modulus of Each Period. PAVEMENT Style AND Servicing 5 KENPAVE ANALYSIS After that “Load” tab on the toolbar has been opened by pressing on it.
Determine 8 - Fill Tab LOAD: Enter “2” because in the provided design conjunction axles with double tires (four contact bits) had been utilized. CR: Radius of the get in touch with repair (4.52 in inches) was éntered in to thé software according tó given dáta. CP: Contact pressure of 70 psi had been moved into in to thé softwaré. YW: This will be the middle to center spacing between the two double wheels. Based to the provided design, it was found as 13.5 in.
Find Body 9 in the sticking with. Figure 9 - Wheel Arrangement XW: This is definitely the middle to middle spacing between the axles.
Relating to the given style, it was found as 48 in. Discover Figure 9 in the above. NR ór NPT: Enter 12 because there were 12 amount of factors in the horizontal plane at which results needed for the design.
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See Amount 9 in the above. After conclusion of this type, click 'Fine' to get into the auxiliary form where coordinates were got into in to the output points. PAVEMENT DESIGN AND MAINTENANCE 6 KENPAVE Evaluation Shape 10 - Fill Tab Cont.
This additional form seems immediately when NPT of a provided load can be typed on the primary type. If NPT was specified previously, can also enter this form by double clicking the major form anywhere on the provided load team, rather of retyping NPT, to enter this auxiliary form. XPT (a coordinates of points to become examined). YPT (con coordinates of points to be analyzed). During the lab program those coordinates were included by using given shape in the design (body 9).
Take note - After keying the information in a mobile, be sure to push the Enter essential to create it effective. After completion of this type, click 'OK' to return to the fill information form, then click 'Alright' to return to the Main Menu of LAYERINP. Click on on Conserve As to save the information to a new file. Title it as “flexible sidewalk example” or sométhing like that. Sincé this program is certainly DOS-based, probably can't make use of file names with stuck areas or filenames with more than 8 characters (not keeping track of the document expansion, which will generally be “.dat”). After that get away from the LAYERINP and click on the KENLAYER to carry out the calculations (shape 11).
This should become performed before searching at the results. Then click on publisher to look at the output file.
Using were the generated results. (amount 12) Sidewalk DESIGN AND Upkeep 7 KENPAVE Evaluation Amount 11 - Main Display screen (KENLAYER) Amount 12 - Result Sheet (Flexible Pavement Style) PAVEMENT DESIGN AND Upkeep 8 KENPAVE Evaluation Rigid Sidewalk Design Right now there also same method can end up being adopted until selecting the common tab. Physique 13 - General Tab (Rigid Pavement Design) NFOUND: Amount 1 has been got into for the kind of basis because this will be a solid foundation. NPY: For the evaluation there are usually 2 periods per year. NLG: quantity of fill groups had been given in the query as 3. NLAYER: in right here only one piece layer considered and hence insert one.
NBOND: there's i9000 just one piece considered and hence this has been unbonded. NDAMA: For the damage analysis number 1 was came into because in the question questioned to determine the design life structured on PCA criteria. NSX: based to query X axis had been not symmetric. Therefore get into 0 in to the software. NSY: there had been 9 equivalent nodes in Y axis of proportion.
Hence enter 9 in to the software. NAT1 NAT2: there had been no nodes with different thicknesses.
Hence get into 0 for this in the software. NUNIT: Leave at “0” for English devices. In the styles can also arranged it to “1” for SI units.
In the curling tabs no want to fill. Because there had been no details about the curIing in the design data. After that in the slab tab sticking with were done. PAVEMENT DESIGN AND MAINTENANCE 9 KENPAVE Evaluation Amount 14 - Plans of Slabs and Joints Tab Body 15 - X Coordinate for Each Piece Body 16 - X Coordinates óf Grid for SIabs Tabs PAVEMENT Style AND Upkeep 10 KENPAVE ANALYSIS Number 17 - Y Put together for Each Piece Body 18 - Y Coordinates of Grid for Slabs Tab Physique 19 - Width, Poisson's Proportion, Young's Modulus and Device Weight of Concrete Tab PAVEMENT DESIGN AND Upkeep 11 KENPAVE Evaluation The loading contact details were placed in the “Loaded Areas and Contact Pressures” tabs. Physique 20 - Packed Areas and Contact Stresses Tab Body 21 - Loaded Areas and Contact Stresses Tab (For Fill Team 1) Figure 22 - Loaded Locations and Contact Stresses Tabs (For Fill Group 2) PAVEMENT Style AND Servicing 12 KENPAVE ANALYSIS Figure 23 - Loaded Locations and Contact Pressures Tabs (For Insert Group 3) There had been no switch in raft tabs. Then appropriate changes were completed in “other elective information” tab. In right now there, select the “Nodes for Printout” tabs and data were changed accordingly.
Amount 24 - Nodes for Printout Tabs Body 25 - Nodes on Y Axis of Proportion Tab Sidewalk DESIGN AND MAINTENANCE 13 KENPAVE ANALYSIS Then the basis details had been joined in “Great Basis” tabs. Physique 26 - Solid Foundation Tabs The base seasonal aspects were inserted following in “Foundation Seasonal Modification Aspect” tab.
Number 27 - Base Seasonal Modification Factor tab Finally, the damage analysis information was put in “Damage Evaluation” tab. Here adhering to data were considered. Amount 28 - Strength of Fatigue Coefficients of Each Piece Layer PAVEMENT Style AND Servicing 14 KENPAVE Evaluation Load reps of each period. Figure 29 - Insert Reps of Each Period Figure 30 - Insert Reps for Time period No 1 Shape 31 - Weight Repetitions for Period No 2 Sidewalk DESIGN AND MAINTENANCE 15 KENPAVE Evaluation Click on Conserve As to conserve the data to a brand-new file. Title it as “Rigid pavement design” or something Iike that. Sincé this system is usually DOS-based, probably can't use file brands with stuck spaces or filenames with more than 8 figures (not really keeping track of the file extension, which will continually be “.dat”).
After that get away from the SLABSINP and click on on the KENSLABS to execute the calculations (shape 11). This should be carried out before looking at the outcomes. Then click on editor to watch the result file.
Pursuing had been the generated outcomes. (physique 32) Body 32 - Main Screen (Rigid Sidewalk Design) Physique 33 - Result Page (Rigid Pavement Style) PAVEMENT Style AND Upkeep 16 KENPAVE Evaluation PAVEMENT Style AND MAINTENANCE 17 KENPAVE Evaluation RESULTS Flexible Pavement Design Outcomes PAVEMENT Style AND Upkeep 18 KENPAVE ANALYSIS PAVEMENT Style AND Servicing 19 KENPAVE Evaluation PAVEMENT Style AND Upkeep 20 KENPAVE ANALYSIS Optimum Deflection is certainly 0.2044 in .. (at stage 0) Maximum Coating 1 Deflection is 0.2030 inches. (at point 6) Optimum Coating 2 Deflection can be 0.01820 in .. (at stage 14) PAVEMENT DESIGN AND Servicing 21 KENPAVE ANALYSIS Rigid Sidewalk Design Outcomes PAVEMENT DESIGN AND MAINTENANCE 22 KENPAVE Evaluation PAVEMENT Style AND Servicing 23 KENPAVE ANALYSIS PAVEMENT Style AND Upkeep 24 KENPAVE Evaluation Relating to KENPAVE analysis, the design life based on PCA fatigue requirements will be 13.87 yrs. PAVEMENT Style AND MAINTENANCE 25 KENPAVE Evaluation Sources H., L.
Pavement Analysis and Design. Online Available at: chromeextension://oemmndcbIdboiebfnladdacbdfmadadm/166/KENLAYER%20User%20Guide.pdf Accessed. Sidewalk Style AND Servicing 26.
/ / Kenpave Software program Manual Kenpave Software program Manual Name: Kenpave Software program Manual Document size: 840mm Vocabulary: English Ranking: 6/10 (1) This is usually the Major Menu of LAYERINP for producing and editing data document. This menu appears when the LAYERINP button on the Primary Display of KENPAVE will be. NL: Enter “2” because “1” doesn'capital t work. KENLAYER versions the pavement system as one or several material levels overlying a sémi-infinite halfspace.
22 Jul - 22 min - Published by create happy your human brain conciousness An choice to analyze multti-layer system. There is usually a various modelling software to analyse versatile pavement structure. KEYWORDS: flexible pavement; kenlayer; deflection; tension distribution; coating. Comparison of Stress output Using KenPave and ChevPC Software program.
The Concrete Start in the ninth version of the style guide (AI, ). Course Instance KENPAVE 5-Level Analysis - Download as ExceI Spreadsheet. XIs), PDF File.pdf) Sidewalk Analysis Design 2nd Version Solution Manual. Download Example on 5-level analysis using Kenpave: Result text files 1 and 2 (Kenpave result data files) Analysis and No assistance or guide is available.
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The software KENPAVE, created by Huang, was used to model typical flexible and inflexible pavement buildings.(28) The mechanistic reactions were after that used. The study utilized the KENLAYER software and sidewalk materials Shell Cosmopolitan Petroleum, , 'Cover Pavement Design Manual.
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