Material Properties

poission ratio µ Youngs modulus E E Bulk Modulus K Shear Modulus G Density

A l E

0.23 1000 N/mm2 1.00000E+09 pa 6.17284E+08 pa 4.06504E+08 pa 26.5 kN/m3 2.701 g/m3 1 m2 2m 3.65E+09 N/m2

4.06504E+05

1.543299 0.612647 981.7537 1212.466 395.0991 123.5949

P alpha and polynomial Speed of sound in rock

compaction curve pressure versus alpha initial compaction pressure pe solid compaction pressure ps compaction exponent n

pressure v/s porositty data

RHT Strength model Shear Modulus

Compressive Strength (fc) Tensile Strength (ft/fc) Shear Strength (fs/fc)

Grade fck poission ratio µ Youngs modulus E E Bulk Modulus K Shear Modulus G

50 N/mm2 0.22 35355.33906 N/mm2 3.53553E+10 pa 2.10448E+10 pa 1.44899E+10 pa

Grade fck poission raµ Youngs moE E Bulk ModuK Shear ModG

415 N/mm2 0.22 2.00E+05 N/mm2 2.00000E+11 pa 1.19048E+11 pa 8.19672E+10 pa

3.66E+00 N/mm2 3.66E+00 N/mm2 4.38E+02 psi 4.38E+02 psi

304.8

12

5.67E+04 Nmm/mm

10517.76 in-lbs/in 1.27E+04

55 28.8 45.3 12364.49 6474.496 10183.84 224.8089 224.8089 224.8089

18.8 4226.407 224.8089

0.015827

Stiffness Stiffness Depth Crown point Desity Ka Blast load Length Area Diameter

Es B m Kx Ky

3.65E+06 kN/m2 71 m 0.32 57305 kN/m 57305 kN/m 25 m 0m 28 kN/m3 0.3 16174 kN/m2 2m 3.14E-02 m2 0.199895 m 0.163213

Reference Density 1 EOS 1.01 Bulk Modulus 1.02 Parameter 1.03 Parameter 1.04 Parameter 1.05 Parameter 1.06 Parameter 1.07 Parameter 1.08 Reference temperature 1.09 Specific Heat 1.10 Thermal Conductivity

Polynomial A1 2.44E+07 kPa A2 -4.50E+09 kPa A3 3.00E+11 kPa B0 0 B1 0 T1 2.44E+07 kPa T2 0.00E+00 kPa 293 K 0 J/kgK 0 J/mKs

2 Strength 2.01 Shear Modulus 2.02 Model Type 2.03 Hugoniot Elastic Limit 2.04 Intact Strength Constant 2.05 Intact Strength Exponent 2.06 Strain Rate constant 2.07 Fractured Strength Constant 2.08 Fractured Strength Exponent 2.09 Max. Fracture Strength Ratio

Johnson-Holmquist 3.04E+07 kPa Continuous JH2 4.50E+06 kPa A 0.97 N 0.64 C 0.005 B 0.32 M 0.64 0.25

3 Failure 3.01 Hydro Tensile Limit 3.02 Model Type 3.03 Damage Constant 3.04 Damage Constant 3.05 Bulking Constant 3.06 Damage Type 3.07 Tensile Failure

Johnson-Holmquist -5.30E+04 kPa Continuous JH2 D1 0.005 D2 0.7 b 0.5 Gradual (JH2) Hydro (Pmin)

4 Erosion 5 Cutoffs 5.01 Maximum Expansion 5.02 Minimum Density Factory 5.03 Minimum Density Factory 5.04 Maximum Density Factory 5.05 Minimum Soundspeed 5.06 Maximum Soundspeed 5.07 Maximum Temperature

2.65 g/cm3

None

0.1 1.00E+20 0.2 1.01E+20 1.00E+20 m/s 1.01E+20 m/s 1.01E+20 K

3034.394

Name

Unit

Reference Density EOS Porous density Porous soundspeed Initial compaction pressure (Pe) Solid compaction pressure (Ps) Compaction exponent Solid EOS Bulk Modulus A1 Parameter A2 Parameter A3 Parameter B0 Parameter B1 Parameter T1 Parameter T2 Reference Temperature Specific Heat Thermal Conductivity

g/cm3

140 2.75

CONC35MPA 35 2.75

P alpha g/cm3 m/s kPa kPa

kPa kPa kPa

kPa kPa K J/kgK J/mKs

Compaction Curve Strength Shear Modulus Compressive Strength (fc) Tensile Strength (ft/fc) Shear Strength (fs/fc) Intact Failure Surface Constant A Intact Failure Surface Exponent N Tens./Comp. Meridian Ratio (Q) Brittle to Ductile Transition G (elas.)/(elas.-plas.) Elastic Strength / ft Elastic Strength / fc Fractured Strength Constant B Fractured Strength Exponent M Compressive Strain Rate Exp. Alpha Tensile Strain Rate Exp. Delta Max. Fracture Strength Ratio Use CAP on Elastic Surface? Failure Damage Constant, D1 Damage Constant, D2 Minimum Strain to Failure Residual Shear Modulus Fraction Tensile Failure Erosion Erosion Strain Type of Geometric Strain

CONC140MPA

kPa kPa

2.52 2.314 3242 2.92E+03 93300 2.33E+04 6.0000E+06 6.00E+06 3 3 Polynomial Polynomial 35270000 35270000 39580000 39580000 9040000 9040000 1.22 1.22 1.22 1.22 35270000 3.53E+07 0 0 300 300 654 654 0 0 Standard Standard RHT Concrete RHT Concrete 2.21E+07 1.67E+07 1.40E+05 3.50E+04 0.1 0.1 0.18 0.18 1.6 1.6 0.61 0.61 0.6805 0.6805 0.0105 0.0105 2 2 0.7 0.7 0.53 0.53 1.6 1.6 0.61 0.61 0.00606 0.032 0.0125 0.036 1.00E+20 1.00E+20 Yes Yes RHT Concrete RHT Concrete 0.04 0.04 1 1 0.01 0.01 0.13 0.13 Hydro (Pmin) Hydro (Pmin) Geometric Strain Geometric Strain 2 2 Instantaneous Instantaneous

Cutoffs Maximum Expansion Minimum Density Factor Minimum Density Factor (SPH) Maximum Density Factor (SPH) Minimum Soundspeed Maximum Soundspeed (SPH) Maximum Temperature

Material Reference

m/s m/s k

0.1 0.1 1.00E-04 1.00E-04 0.2 0.2 3 3 1.00E+06 1.00E+06 1.01E+20 1.01E+20 1.01E+20 1.01E+20 Riedel et al."Penetration of Reinforced Concrete" ISIEMS'99 pp https://www.sharcnet.ca/Software/Ansys/16.2.3/en-us/help/wb_ https://www.sharcnet.ca/Software/Ansys/16.2.3/en-us/help/wb_ https://www.sharcnet.ca/Software/Ansys/16.2.3/en-us/help/wb_

https://www.hindawi.com/journals/ace/2016/7540151/ https://www.pdfcoke.com/document/59578090/Concrete-Struc

CONC40MPA 40 2.75

2.75

2.314 2.3238095 2.92E+03 2935.3333 2.33E+04 26633.333 6.00E+06 6000000 3 3 Polynomial 35270000 35270000 39580000 39580000 9040000 9040000 1.22 1.22 1.22 1.22 3.53E+07 35270000 0 0 295.15 300 654 654 0 0 Standard RHT Concrete 1.67E+07 16955238 4.00E+04 40000 0.1 0.1 0.18 0.18 1.6 1.6 0.61 0.61 0.6805 0.6805 0.0105 0.0105 2 2 0.7 0.7 0.53 0.53 1.6 1.6 0.61 0.61 0.032 0.0307648 0.036 0.034881 1.00E+20 1E+020 Yes RHT Concrete 0.04 0.04 1 1 0.01 0.01 0.13 0.13 Hydro (Pmin) Geometric Strain 2 2 Instantaneous

3904.1011

0

µ 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2 -0.1

1

Cha 350000000 300000000 250000000 200000000 150000000 100000000 50000000 0 -50000000

0

0.5

100000000 50000000 0

0

0.5

-50000000

0.1 0.1 1.00E-04 0.0001 0.2 0.2 3 3 1.00E+06 1000000 1.01E+20 1.01E+020 1.01E+20 1.01E+020 of Reinforced Concrete" ISIEMS'99 pp315. Riedel W. "Beton unter dynamischen Lasten" Ed. Frauhhofer EMI, IRB-Verlag, 2004, ISBN 3-81 oftware/Ansys/16.2.3/en-us/help/wb_sim/ds_ex_mat_palphaeos.html oftware/Ansys/16.2.3/en-us/help/wb_sim/ds_ex_mat_polyeos.html oftware/Ansys/16.2.3/en-us/help/wb_sim/ds_ex_mat_rhtconc.html

m/journals/ace/2016/7540151/ document/59578090/Concrete-Structure-Design-Code-GB50010-2002

appendix c

p 0 3931840 8709520 14387280 21019360 28660000 37363440 47183920 58175680 70392960 83890000 98721040 114940320 132602080 151760560 172470000 194784640 218758720 244446480 271902160 301180000 -3527000

-176133987 -176133.9871 3579977441 3579977.441 8202234605 8202234.605 1.3744E+10 13743898.2 2.0258E+10 20258228.93 2.7798E+10 27798487.5 3.6418E+10 36417934.6 4.617E+10 46169830.92 5.7107E+10 57107437.18 6.9284E+10 69284014.07 8.2753E+10 82752822.29 9.7567E+10 97567122.54 1.1378E+11 113780175.5 1.3145E+11 131445241.9 1.5062E+11 150615582.4 1.7134E+11 171344457.8 1.9369E+11 193685128.7 2.1769E+11 217690855.8 2.4341E+11 243414899.8 2.7091E+11 270910521.4 3.0023E+11 300230981.4

Chart Title

000

000

000

000

000

000

000 0

000

0

0.5

1

1.5

2

2.5

000

000 0

0

0.5

1

1.5

2

2.5

000

MI, IRB-Verlag, 2004, ISBN 3-8167-6340-5. Riedel, et al. "Numerical Assessment for Impact Strength" IJIE 36 (2009) pp283.

36 (2009) pp283.

Name

Unit

CONC35MPA 35 ✓

Reference Density

g/cm3

2.75 ✓

Porous density

g/cm3

2.314 ✓

Porous soundspeed

m/s

2.92E+03 ✓

Initial compaction pressure (Pe) kPa

2.33E+04 ✓

Bulk desnity vs triaxial pressure

Solid compaction pressure (Ps)

6.00E+06 ✓

Bulk desnity vs triaxial pressure

EOS

kPa

Compaction exponent

3✓

Solid EOS

Curve fitting for the above graph

Polynomial

Bulk Modulus A1

kPa

35270000 ✓

Bulk desnity vs triaxial pressure

Parameter A2

kPa

39580000 ✓

Sonic Wave Velocity vs Particle Veloc

Parameter A3

kPa

9040000 ✓

Parameter B0

1.22

Parameter B1

1.22

Parameter T1

kPa

3.53E+07 ✓

Parameter T2

kPa

0✓

Reference Temperature

K

300 ✓

Specific Heat

J/kgK

654 ✓

Thermal Conductivity

J/mKs

0✓

Compaction Curve

Standard

Strength

RHT Concrete

Shear Modulus

kPa

1.67E+07 ✓

triaxial

Compressive Strength (fc)

kPa

3.50E+04 ✓

UCS

Tensile Strength (ft/fc)

0.1 ✓

Shear Strength (fs/fc)

0.18 ✓

Intact Failure Surface Constant A

1.6

Intact Failure Surface Exponent N

0.61

Tens./Comp. Meridian Ratio (Q)

0.6805

Brittle to Ductile Transition

0.0105

G (elas.)/(elas.-plas.)

2

Elastic Strength / ft

0.7 ✓

Elastic Strength / fc

0.53 ✓

Fractured Strength Constant B

1.6

Fractured Strength Exponent M

0.61

Compressive Strain Rate Exp. Alpha

0.032

Tensile Strain Rate Exp. Delta

0.036

Max. Fracture Strength Ratio

uniaxial compression (Stress strain cu

1.00E+20

Use CAP on Elastic Surface?

Yes

Failure

RHT Concrete

Damage Constant, D1

0.04

Damage Constant, D2

1

Minimum Strain to Failure

0.01

Residual Shear Modulus Fraction

0.13

Tensile Failure

Hydro (Pmin)

Erosion

Geometric Strain

Erosion Strain

2 Polynomial

Type of Geometric Strain

Instantaneous

Polynomial Pressure Vs Deformation

Cutoffs Maximum Expansion

0.1

Minimum Density Factor

1.00E-04

Minimum Density Factor (SPH)

0.2

Maximum Density Factor (SPH)

3

Minimum Soundspeed

m/s

1.00E+06

Maximum Soundspeed (SPH)

m/s

1.01E+20

Maximum Temperature

k

1.01E+20

Material Reference

Split tensile (Stress strain curve)

nity vs triaxial pressure

nity vs triaxial pressure

ing for the above graph

nity vs triaxial pressure

ve Velocity vs Particle Velocity

ile (Stress strain curve)

compression (Stress strain curve)

e Vs Deformation

Equation of state P alpha

Triaxial test Triaxial test Triaxial test

Blasting Trials

Initial compaction pressure (Pe)

kPa

2.33E+04

Blasting Trials

Solid compaction pressure (Ps)

kPa

6.00E+06

Blasting Trials

Compaction exponent n

3

porous compaction αi

1.018

Density of soil solids

28

Onset of plastic compaction αp

0.916363636 P- alpha curve

S. No

bulk density

Porosity

Alpha 1

Alpha 2

Pressure

1

27.50

0.0178571429

1.018

2.33E+04

2

27.52

0.0171703297

1.017

1.02E+05

3

27.54

0.0164835165

1.017

1.83E+05

4

27.56

0.0157967033

1.016

2.67E+05

5

27.58

0.0151098901

1.015

3.52E+05

6

27.60

0.0144230769

1.015

4.40E+05

7

27.62

0.0137362637

1.014

5.31E+05

8

27.63

0.0130494505

1.013

6.25E+05

9

27.65

0.0123626374

1.013

7.23E+05

10

27.67

0.0116758242

1.012

8.23E+05

11

27.69

0.010989011

1.011

9.28E+05

12

27.71

0.0103021978

1.010

1.04E+06

13

27.73

0.0096153846

1.010

1.15E+06

14

27.75

0.0089285714

1.009

1.27E+06

15

27.77

0.0082417582

1.008

1.40E+06

16

27.79

0.0075549451

1.008

1.53E+06

17

27.81

0.0068681319

1.007

1.67E+06

18

27.83

0.0061813187

1.006

1.82E+06

19

27.85

0.0054945055

1.006

1.98E+06

20

27.87

0.0048076923

1.005

2.16E+06

21

27.88

0.0041208791

1.004

2.35E+06

22

27.90

0.0034340659

1.003

2.57E+06

23

27.92

0.0027472527

1.003

2.81E+06

24

27.94

0.0020604396

1.002

3.11E+06

25

27.96

0.0013736264

1.001

3.47E+06

26

27.98

0.0006868132

1.001

3.99E+06

27

28.00

0

1.000

6.00E+06

Solid EOS Bulk Modulus A1kPa

35270000

Parameter A2

kPa

39580000

Parameter A3

kPa

9040000

pressure 0 3931840 8709520 14387280 21019360 28660000 37363440 47183920 58175680

Polynomial Pressure Vs Deformation 350000000 300000000 250000000

pressure

µ 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8

Polynomial

200000000 150000000 100000000

350000000 300000000

0.9 1 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2

70392960 83890000 98721040 114940320 132602080 151760560 172470000 194784640 218758720 244446480 271902160 301180000

pressure

250000000 200000000 150000000 100000000 50000000 0

0

0.5

1

µ

Pressure versus deformation curve

Strength Model RHT Model

Shear Modulus kPa Compressive Strength (fc) kPa Tensile Strength (ft/fc) Shear Strength (fs/fc) Intact Failure Surface Constant A Intact Failure Surface Exponent N Tens./Comp. Meridian Ratio (Q) Brittle to Ductile Transition G (elas.)/(elas.-plas.) Elastic Strength / ft Elastic Strength / fc Fractured Strength Constant B Fractured Strength Exponent M Compressive Strain Rate Exp. Alpha Tensile Strain Rate Exp. Delta Max. Fracture Strength Ratio

1.67E+07 3.50E+04 0.1 0.18 1.6 0.61 0.6805 0.0105 2 0.7 0.53 1.6 0.61 0.032 0.036 1.00E+20

HTL* Fracture Curve pressure (Y TXC 0 0 5000 N/A 10000 N/A 15000 28400.906532092 20000 35397.429537899 25000 41600.062249908

1.5

0.1

Fracture Curve 350000 300000 250000 200000

Fracture Curve 350000

47259.214951429 52514.103739875 57452.00204621 62132.075162077 66596.717124635 70877.587966877 74999.1036776 78980.583980572 82837.641145774 86583.114817394 90227.722544864 93780.525349128 97249.268996878 100640.6394048 103960.45727361 107213.82879824 110405.26403335 113538.7710421 116617.93164207 119645.96297761 122625.76804243 125559.97749208 128450.98452061 131300.97416278 134111.94807758 136885.74563967 139624.06199195 142328.4635799 145000.40158567 147641.22360028 150252.18380933 152834.4519182 155389.12100308 157917.21444211 160419.6920559 162897.45556496 165351.35345539 167782.18532946 170190.70580662 172577.6280306 174943.62683034 177289.34157583 179615.37876417

300000 250000

Y TXC

30000 35000 40000 45000 50000 55000 60000 65000 70000 75000 80000 85000 90000 95000 100000 105000 110000 115000 120000 125000 130000 135000 140000 145000 150000 155000 160000 165000 170000 175000 180000 185000 190000 195000 200000 205000 210000 215000 220000 225000 230000 235000 240000

200000 150000 100000 50000 0

0

100000

200000

300000

pressure (kpa)

400000

500000

245000 250000 255000 260000 265000 270000 275000 280000 285000 290000 295000 300000 305000 310000 315000 320000 325000 330000 335000 340000 345000 350000 355000 360000 365000 370000 375000 380000 385000 390000 395000 400000 405000 410000 415000 420000 425000 430000 435000 440000 445000 450000 455000

181922.31436656 184210.69596271 186481.04468596 188733.85699914 190969.60631906 193188.74450511 195391.70322563 197578.89521424 199750.71542665 201907.54210774 204049.73777695 206177.65013981 208291.61293221 210391.94670333 212478.95954266 214552.94775605 216614.19649487 218662.98034241 220699.56386098 222724.20210284 224737.14108794 226738.61825098 228728.86286026 230708.09641047 232676.53299129 234634.37963373 236581.8366357 238519.09786852 240446.35106546 242363.77809383 244271.55521159 246169.85330962 248058.83814063 249938.67053558 251809.50660841 253671.4979499 255524.79181136 257369.53127869 259205.85543764 261033.8995305 262853.79510511 264665.67015638 266469.64926082

460000 465000 470000 475000 480000 485000 490000 495000 500000 505000 510000 515000 520000 525000 530000 535000 540000 545000

268265.85370471 270054.4016059 271835.40803005 273608.98510123 275375.24210749 277134.28560154 278886.21949683 280631.14515938 282369.16149539 284100.36503512 285824.850013 287542.70844434 289254.03019872 290958.90307029 292657.41284508 294349.64336557 296035.67659251 297715.59266432

alpha curve Alpha 3

Pressure

Alpha 3

1.018 1.017

2.33E+04 0.916364

1.017

0.00E+00 1.018182

1.016 1.015 1.015 1.014 1.013 1.013 1.012

P- alpha curve

1.011 6.10E+06

1.010

5.10E+06

1.009

4.10E+06

Pressure

1.010

3.10E+06 2.10E+06 1.10E+06

6.10E+06 5.10E+06

1.008 1.008 1.007 1.006 1.006

Pressure

4.10E+06 3.10E+06 2.10E+06 1.10E+06 1.00E+05 0.900 -9.00E+05

0.920

1.004 1.003

1.002 1.001 1.001 1.000

essure Vs Deformation

0.960

Alpha 3

1.005

1.003

0.940

pressure versus compaction curve

0.980

1.000

1.020

1.040

1

1.5

µ

s deformation curve

Curve

2

2.5

Curve

300000

ure (kpa)

400000

500000

600000

20

1.040

1 1.01 1.02 1.03 1.04 1.05 1.06 1.07 1.08 1.09 1.10

Name Reference Density EOS Bulk Modulus A1 Parameter A2 Parameter A3 Parameter B0 Parameter B1 Parameter T1 Parameter T2 Reference temperature Specific Heat Thermal Conductivity

ROCK 2.65

2 2.01 2.02 2.03 2.04 2.05 2.06 2.07 2.08 2.09 2.10 2.11 2.12 2.13 2.14 2.15 2.16 2.17

Strength Shear Modulus Compressive Strength Tensile Strength Shear strength Intact Failure Surface Constant Intact Failure Surface Exponent Tens./Comp. Meridian Ratio (Q) Brittle to Ductile Transition G (elas.)/(Elas.- plas.) Elastic Strength Elastic Strength Fractured Strength constant Fractured Strength exponent Compressive Strain Rate Exp. Tensile Strain Rate Exp. Max Fracture Strength Ratio Use a CAP on elastic Surface?

RHT Concrete

3 3.01 3.02 3.03 3.04 3.05

Failure Damage Constant Damage Constant Minimum Strain to Failure Residual Shear Modulus Fraction Tensile Failure

RHT Concrete D1 0.025 D2 1 1 1 Hydro (Pmin)

4 4.01 4.02

Erosion Erosion Strain Type of Geometric Strain

Plastic Strain

5 5.01 5.02 5.03

Cutoffs Maximum Expansion Minimum Density Factory Minimum Density Factory

Polynomial 2.44E+07 4.50E+09 3.00E+11 0 0 2.44E+07 0 293 654 0

fc ft/fc fs/fc A N Q

/ ft / fc B M Alpha Delta

2.20E+06 1.90E+04 0.002 0.05 2.5 0.85 0.72 0.01 1.1 0.4 0.85 2.5 0.85 0.025 0.045 1.00E+20 Yes

0.5 Instantaneous

0.1 1.00E+20 0.2

5.04 5.05 5.06 5.07

Maximum Density Factory Minimum Sound speed Maximum Sound speed Maximum Temperature

3 1.00E-60 1.01E+20 1.01E+20

g/cm3 kPa kPa kPa

kPa kPa K J/kgK J/mKs

kPa kPa

2650 kg/m3 2.44E+10

2438 1.58E+07 2.90E+09 8.46E+09

15751187

s p

14.05272037 4483.2

3.16E+09 E poisson's ratio 0.23

8000 fps= 2438 m/s

m/s m/s K

8000 fps= 2438 m/s

1 1.01 1.02 1.03 1.04 1.05 1.06 1.07 1.08 1.09 1.10

Name Reference Density EOS Bulk Modulus A1 Parameter A2 Parameter A3 Parameter B0 Parameter B1 Parameter T1 Parameter T2 Reference temperature Specific Heat Thermal Conductivity

ROCK 2.2

2 2.01 2.02 2.03 2.04 2.05 2.06 2.07 2.08 2.09 2.10 2.11 2.12 2.13 2.14 2.15 2.16 2.17

Strength Shear Modulus Compressive Strength Tensile Strength Shear strength Intact Failure Surface Constant Intact Failure Surface Exponent Tens./Comp. Meridian Ratio (Q) Brittle to Ductile Transition G (elas.)/(Elas.- plas.) Elastic Strength Elastic Strength Fractured Strength constant Fractured Strength exponent Compressive Strain Rate Exp. Tensile Strain Rate Exp. Max Fracture Strength Ratio Use a CAP on elastic Surface?

RHT Concrete

3 3.01 3.02 3.03 3.04 3.05

Failure Damage Constant Damage Constant Minimum Strain to Failure Residual Shear Modulus Fraction Tensile Failure

RHT Concrete D1 0.025 D2 1 1 1 Hydro (Pmin)

4 4.01 4.02

Erosion Erosion Strain Type of Geometric Strain

Plastic Strain

5 5.01 5.02 5.03

Cutoffs Maximum Expansion Minimum Density Factory Minimum Density Factory

Polynomial 2.44E+07 4.50E+09 3.00E+11 0 0 2.44E+07 0 293 654 0

fc ft/fc fs/fc A N Q

/ ft / fc B M Alpha Delta

4.07E+05 5.00E+03 0.002 0.05 2.5 0.85 0.72 0.01 1.1 0.4 0.85 2.5 0.85 0.025 0.045 1.00E+20 Yes

0.5 Instantaneous

0.1 1.00E+20 0.2

5.04 5.05 5.06 5.07

Maximum Density Factory Minimum Sound speed Maximum Sound speed Maximum Temperature

3 1.00E-60 1.01E+20 1.01E+20

g/cm3 kPa kPa kPa

kPa kPa K J/kgK J/mKs

kPa kPa

2200 kg/m3 2.44E+10

548.6

6.62E+05 1.22E+08 355706076.74

s p E poisson's ratio

14.05272 4483.2 3162 0.23

m/s m/s K

Soil layer Pressure 2m 0.92MPa 1.5m 1.11MPa 1m 1.25MPa 0.5m 1.69MPa 0m 5.10MPa

0.915 0.95 1.07

Buster

0m 1.5m 2m 2.5m

1.5 13.01MPa 4.23MPa 3.07MPa 2.40MPa

0

4.11

Pressure, MPa

6

5.10MPa

With Burster Slab

1.69MPa

0m

0.5m

1.25MPa

1.11MPa

1m

1.5m

Soil Fill

0

With burster slab Vertical Soil layer pressure, Mpa 0m 0.5m 1m 1.5m 2m

5.1 1.69 1.25 1.11 0.915 6

0m 1.5m 2m 2.5m

1.5 13.01 4.226 3.07 2.398

1.5m

r Slab

l

1.11MPa

0.92MPa

1.5m

2m

Pressure, MPa

a

13.01MPa

Without Burster Slab

4.23MPa

0m

3.07MPa

1.5m

2m Soil Fill

2.4

2

With burster slab

Without burster slab

Horizontal pressure, Mpa

Vertical Horizontal Soil layer pressure, pressure, Mpa Mpa

2.55 0.845 0.625 0.55490654 0.4575 Buster 0

0m 1.5m 2m 2.5m

13.01 3.9 3.07 1.80

6.505 1.95 1.535 0.9 Sl no Description Blast Pressure 1 0m soil cover 13.010 2 1.5m soil cover 3.900 Without buster 3 2m soil cover 3.070 4 2.5m soil cover 1.800 5 0m soil infill 5.100 6 0.5m soil infill 1.690 With 7 1.0m soil infill 1.250 Buster 8 1.5m soil infill 1.110 9 2.0m soil infill 0.915

ab

07MPa

2m

2.40MPa

2.5m