kentrack – a railway trackbed structural design program

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KENTRACK – A Railway Trackbed Structural Design Program Jerry G. Rose & Karthik C. Konduri University of Kentucky AREMA 2006 Annual Conference Louisville, KY September 17-20, 2006

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Page 1: KENTRACK – A Railway Trackbed Structural Design Program

KENTRACK – A Railway TrackbedStructural Design Program

Jerry G. Rose & Karthik C. Konduri

University of Kentucky

AREMA 2006 Annual ConferenceLouisville, KY

September 17-20, 2006

Page 2: KENTRACK – A Railway Trackbed Structural Design Program

KENTRACKVersion 2.0.1

Railway Trackbed Structural Design Software

Page 3: KENTRACK – A Railway Trackbed Structural Design Program

Introduction

Railroads

Track Superstructure

Track Substructure – support system

Research in the last 20 years

Page 4: KENTRACK – A Railway Trackbed Structural Design Program

HMA Trackbeds

Overlayment- Ties placed directly over asphalt

- Ballast is only used for cribbing

Page 5: KENTRACK – A Railway Trackbed Structural Design Program

HMA Trackbeds

Underlayment- HMA layer present between ballast and subgrade

- Preferred over overlayment

- Better service lifethan overlayment

Page 6: KENTRACK – A Railway Trackbed Structural Design Program

HMA Trackbeds

Underlayment

Page 7: KENTRACK – A Railway Trackbed Structural Design Program

HMA Trackbeds

Stronger support layerReduced stresses onto subgradeWaterproofing layerNo subgrade pumpingConfining layer for ballast

Page 8: KENTRACK – A Railway Trackbed Structural Design Program

Background

Theoritical method Bousinessq’s Elastic TheoryDeficiencies:Assumes the support system to be elastic, isotropic

Page 9: KENTRACK – A Railway Trackbed Structural Design Program

Background

Empirical equations- JNR Equation

- Talbot’s Equation

35.11050

hP

P mc +=

25.1

8.16h

PP m

c =

Page 10: KENTRACK – A Railway Trackbed Structural Design Program

Background

ILLITRACK- Finite element method- Two dimensionalGEOTRACK- Multilayered theory - Three dimensional model- It was developed to analyze all-granulartrackbeds

Page 11: KENTRACK – A Railway Trackbed Structural Design Program

Background

KENTRACKDeveloped specifically to analyze HMA trackbedsHas the versatility to analyze all-granular trackbedsInitially a DOS based programUpgraded to a windows based platform with a Graphic User Interface

Page 12: KENTRACK – A Railway Trackbed Structural Design Program

Theory behind KENTRACKSuperposition of Loads

S4

S4

S2

S4

S4

S4

S3 S2

S2

S4

S3 S2 S1

S2S1 S3

7

S3

S1

S2

S2

P1

1 2 3

S4

S1 S2

S3

S3

4 5

P2

6

S3 S2 S1 S2 S3

P

108

P3

9

P4

S4PPS

PPSS 2

41

2'1 +=

Page 13: KENTRACK – A Railway Trackbed Structural Design Program

Theory behind KENTRACK

Finite Element Method

w ( P )

y ( M y )

z

y

xji

l

l

w ( P ) z

x ( M x )i

x

jy

R A IL :

T IE :

w ( P )

i

j

S P R IN G :

- To calculate stresses and strains in rail and tie

Page 14: KENTRACK – A Railway Trackbed Structural Design Program

Theory behind KENTRACKMultilayered System

En-1 n-1

a

En n

E2

E1

Hzn-2

z2

z

z1

a

qr

- To calculate stresses and strains in the layers

Page 15: KENTRACK – A Railway Trackbed Structural Design Program

Theory behind KENTRACK

Material Properties- HMA trackbed is comprised of ballast, HMAand subgrade

- All-granular trackbed is comprised of ballast, subballast and subgrade

- Different equations are used to describe thematerial properties

Page 16: KENTRACK – A Railway Trackbed Structural Design Program

Theory behind KENTRACK

Ballast- In a new trackbed it behaves non-linearly- In an aged trackbed it behaves linearly

21

KKE θ=

)21( 0321 Kz ++++= γσσσθ

Subgrade- Linearly elastic material

Page 17: KENTRACK – A Railway Trackbed Structural Design Program

Theory behind KENTRACK

Hot Mix Asphalt (HMA)Visco-elastic material

The dynamic modulus of HMA depends on- Temperature- Aggregate passing No. 200 sieve in %- Volume of bitumen %- Volume of air voids %- Asphalt viscosity- Load frequency

Page 18: KENTRACK – A Railway Trackbed Structural Design Program

Theory behind KENTRACK

Damage Analysis- Based on minor linear damage analysis

criteria- Performed by periods (seasons, months)

∑=

= n

i da

p

orNNNL

1

1

Page 19: KENTRACK – A Railway Trackbed Structural Design Program

Theory behind KENTRACKPredicted number of repetitions

Wheel Load = 36000 lb/wheel

For one car the total weight = 36000 lb/wheel x 8 = 286,000 lb/rep / 2000 = 143 ton/rep

The number of repetitions assumed per year = 200,000 rep/yr

The traffic per year = 200,000 rep/yr x 143 ton/rep = 28,600,000 GT/yr / 1 x 106

= 28.6 MGT/yr

Page 20: KENTRACK – A Railway Trackbed Structural Design Program

Theory behind KENTRACK

HMA Damage Analysis- Fatigue cracking controls failure- Fatigue cracking is governed by the tensile strain

at the bottom of HMA- Based on highway experience- Number of allowable repetitions (Na) before failure

853.0291.30795.0 −−= ata EN ε

Page 21: KENTRACK – A Railway Trackbed Structural Design Program

Theory behind KENTRACK

Subgrade Damage Analysis- Excessive permanent deformation controls failure- Deformation is governed by the vertical

compressive stresss on top of subgrade- Based on highway experience- Number of allowable repetitions (Nd) before failure

583.3734.3510837.4 +−−×= scd EN σ

Page 22: KENTRACK – A Railway Trackbed Structural Design Program

Theory behind KENTRACK

Stresses and Strains

Asphalt Trackbed All-Granular Trackbed

Page 23: KENTRACK – A Railway Trackbed Structural Design Program

Methodology

HMA trackbed cross-section

Page 24: KENTRACK – A Railway Trackbed Structural Design Program

Methodology

Ballast trackbed cross-section

Page 25: KENTRACK – A Railway Trackbed Structural Design Program

Methodology

Critical outputs for the two sections

N/A19.8Service life of HMA (yrs)

5.615.2Service life of Subgrade (yrs)

N/A0.000183HMA Tensile Strain (in/in)

13.811.9Subgrade Vertical Compressive Stress (psi)

Standard Ballast Trackbed

Standard HMA trackbedVariable

Critical Outputs

Page 26: KENTRACK – A Railway Trackbed Structural Design Program

Effect of Subgrade Modulus on σc

Axle Load – 36 tons

0

2

4

6

8

10

12

14

16

18

3000 6000 9000 12000 15000 18000 21000

Subgrade Modulus (psi)

Ver

tical

Com

pres

sive

Str

ess (

psi)

HMA TrackbedBallast Trackbed

Page 27: KENTRACK – A Railway Trackbed Structural Design Program

Effect of Subgrade Modulus on L

Axle load - 36 tons

0

10

20

30

40

50

60

3000 6000 9000 12000 15000 18000 21000

Subgrade Modulus (psi)

Pre

dict

ed S

ervi

ce L

ife (y

rs)

Subgrade Life in Ballast TrackbedSubgrade Life in HMA TrackbedHMA Life in HMA Trackbed

Page 28: KENTRACK – A Railway Trackbed Structural Design Program

Effect of Subgrade Modulus on εt

Axle load – 36 tons

0

0.00005

0.0001

0.00015

0.0002

0.00025

0.0003

0.00035

3000 6000 9000 12000 15000 18000 21000

Subgrde Modulus (psi)

HM

A te

nsile

Str

ain

(in/in

)

Page 29: KENTRACK – A Railway Trackbed Structural Design Program

Effect of Axle Load on σc

HMA Trackbed

0

2

4

6

8

10

12

14

16

33 36 39Axle Load (ton)

Subg

rade

Ver

tical

Com

pres

sive

Stre

ss

(psi)

Subgrde Modulus 6000 psiSubgrde Modulus 12000 psiSubgrde Modulus 18000 psi

0

2

4

6

8

10

12

14

16

18

33 36 39

Axle Load (ton)Su

bgra

de V

ertic

al C

ompr

essi

ve S

tres

s (ps

i)

Subgrade Modulus 6000 psiSubgrade Modulus 12000 psiSubgrade Modulus 18000 psi

Ballast Trackbed

Page 30: KENTRACK – A Railway Trackbed Structural Design Program

Effect of Axle Load on εt

0

0.00005

0.0001

0.00015

0.0002

0.00025

0.0003

33 36 39Axle Load (ton)

HM

A T

ensi

le S

trai

n (in

/in)

Subgrade Modulus 6000 psiSubgrade Modulus 12000 psiSubgrade Modulus 18000 psi

Page 31: KENTRACK – A Railway Trackbed Structural Design Program

Effect of Axle Load on La

05

101520253035404550

33 36 39

Axle Load (ton)

Pred

icte

d Se

rvic

e Li

fe o

f HM

A (y

rs)

Subgrade Modulus 6000 psiSubgrade Modulus 12000 psiSubgrade Modulus 18000 psi

Page 32: KENTRACK – A Railway Trackbed Structural Design Program

Effect of Axle Load on Ld

0

10

20

30

40

50

60

33 36 39

Axle Load (ton)

Pred

icte

d Se

rvic

e Li

fe o

f Sub

grad

e (y

rs)

Subgrade Modulus 6000 psiSubgrade Modulus 12000 psiSubgrade Modulus 18000 psi

Ballast Trackbed

0

5

10

15

20

25

33 36 39

Axle Load (ton)Pr

edic

ted

Serv

ice

Life

of S

ubgr

ade

(yrs

)

Subgrade Modulus 6000 psi

Subgrade Modulus 12000 psi

Subgrade Modulus 15000 psi

HMA Trackbed

Page 33: KENTRACK – A Railway Trackbed Structural Design Program

Effect of Ballast Thickness

23.3Service life of Subgrade layer

22.37Service life of Asphalt Layer

11.0Compressive Stress on Subgrade

0.000180Tensile Strain in the asphalt

Asphalt Thickness - 8 Ballast Thickness - 6

15.51Service life of subgrade layer

20.42Service life of Asphalt Layer

11.9Compressive Stress on Subgrade

0.000183Tensile Strain in the asphalt

Asphalt Thickness - 6 Ballast Thickness - 8

10.36Service life of subgrade layer

23.77Service life of Asphalt Layer

12.6Compressive Stress on Subgrade

0.000167Tensile Strain in the asphalt

Asphalt Thickness - 4 Ballast Thickness - 10

Asphalt Track Bed Subgrade Modulus 12000 psi, Axle Load 36 ton

Page 34: KENTRACK – A Railway Trackbed Structural Design Program

Effect of Ballast Thickness

6.03Service life of Subgrade layer

1.26Service life of Subballast Layer

13.5Compressive Stress on Subgrade

23.4Compressive Stress on Subballast

Subballast Thickness - 8 Ballast Thickness - 6

5.72Service life of subgrade layer

2.13Service life of Subballast Layer

13.7Compressive Stress on Subgrade

20.1Compressive Stress on Subballast

Subballast Thickness - 6 Ballast Thickness - 8

5.56Service life of subgrade layer

N/AService life of Subballast Layer

13.8Compressive Stress on Subgrade

N/ACompressive Stress on Subballast

Subballast Thickness - 0 Ballast Thickness – 14

Ballast Track BedSubgrade Modulus 12000 psi, Axle Load 36 ton

Page 35: KENTRACK – A Railway Trackbed Structural Design Program

Predictive Values Versus In-track Data

11.7 / -22.0 / 15.048.7 / -10 / 8

13.6 / -21.0 / 16.047.9 / -10 / 5

Vertical Compressive Stress on Subgrade

KPV/TTD psi

Vertical Compressive Stress on HMAKPV/TTD psi

Vertical Compressive Stress on Ballast

KPV/TTD psi

Thickness Ballast-HMA inches

Comparison of the KENTRACK Predictive values (KPV) Versus In-Track Data (ITD) for the CSX Mainline at Conway, Kentucky

8.2 / 7.721.9 / 114.947.0 / -8 / 8

8.3 / 8.011.7 / 14.943.5 / -12 / 4

Vertical Compressive Stress on Subgrade

KPV/TTD psi

Vertical Compressive Stress on HMAKPV/TTD psi

Vertical Compressive Stress on Ballast

KPV/TTD psi

Thickness Ballast-HMA inches

Comparison of the KENTRACK Predictive values (KPV) Versus In-Track Data (ITD) at TTCI in Pueblo, Colorado

Page 36: KENTRACK – A Railway Trackbed Structural Design Program

Summary

KENTRACK is a versatile program that can be used to analyze HMA and all-granular trackbedsHMA trackbeds improve the service life and perform better than all-granular trackbedsDamage analysis values are conservativeSubgrade modulus is a very important factor in trackbed design

Page 37: KENTRACK – A Railway Trackbed Structural Design Program

Future Research

Study the aging of HMA in railroad trackbeds. Develop damage analysis equations for HMA and all-granular trackbeds.Attempt to incorporate dynamic factors in the analysis.

Page 38: KENTRACK – A Railway Trackbed Structural Design Program

KENTRACK Version 2.0.1

Modified from DOS to Windows with a Graphic User InterfaceValues can be modified easier than the previous versionData files can be opened using the new versionInput and output files can be accessed easily

Page 39: KENTRACK – A Railway Trackbed Structural Design Program

KENTRACK Version 2.0.1

Contains:

•Program

•Help File

•Example Data Files

Contact for a copy:

Jerry G. Rose, Ph.D., PE,

Department of Civil Engineering,

University of Kentucky,

Lexington, Kentucky.

40506-0281

(859) 257 – 4278 (Phone)

(859) 257 - 4404 (Fax)

[email protected] (e-mail)

Page 40: KENTRACK – A Railway Trackbed Structural Design Program

Questions ?