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Taek-Soo KimDepartment of Materials Science and Engineering, Stanford University
Qiping Zhong, Halbert Tam, Maria Peterson JSR Micro, Sunnyvale, CA
Tomohisa KonnoJSR Corporation Yokkaichi Research Center, Yokkaichi, Japan
Reinhold H. Dauskardt([email protected])
Solution Chemistry Effects on Cracking and Damage during CMP
Work supported by JSR Corporation.
Reliability of Interconnect Structures
0.1 μm
nano-scaledefect
package contact stresses and complex
loading
silicon device
soft/ductile buffer layers
effect of metal density and aspect ratio
thermomechanicalreliability of low k films
cracking depends on flux composition
Process yield and reliability determined by the evolution of defect
distributions….
Evolution of Defects control Yield through Processing
• Lower thin-film stresses – driving force for cracking– structure effects, Z– metal density
• Optimize glass composition, network and pore structure
• Control evolution of defects during processing, packaging and service
0.1 μm
nano-scaledefect
cf
ff GE
hZG ≤=
2σ
WaferAqueous solution
Pressure
package contact stresses and complex loading
silicon device
OSi
CH3
fracture
path
Accelerated Cracking in Chemically Active Environments
M. Lane, R. Ware, Q. Ma, H. Fujimoto, and R. H. Dauskardt - Proc. MRS, 1997.
Subcritical debonding important for reliability
during CMPand
bumping/wire bondingpackaging
strained debondtip bonds
chemical reactionwith H20
applied stress
WaferAqueous solution
Pressure
aol
crack velocity
transport limited zone
debonddielectricbarriercopper
H20
Delaminator 4-Point Adhesion Test System
Delaminator System Features• Software test control• 4-pt. bend adhesion and cohesion• Environmental chamber• Low profile for in-situ microscopy• Automated crack velocity measurement
Conditioning Electronics
Software Control
Test controland analysis
Low Profile Test Frame
(use with microscopy)
System and support available from:DTS CompanyMenlo Park, CA(contact directly: [email protected])
4 Point Bend Double Cantilever Beam
DTS Company
Version 4.0
Automated Crack Velocity Testing
Accelerated CrackingIn low k OSG
aqueouspH 3
aqueous pH 11
pH 4.5 3%H2O2
10-111 2
Cra
ck G
row
th V
eloc
ity, d
a/dt
(m/s
)
Applied Strain Energy Release Rate, G (J/m2)
10-10
10-9
10-8
10-7
10-6
10-5
10-4
threshold crucial for reliability
Po
Load
, PC
rack
Len
gth,
a
Time (s)
dP/dt
da/dt
Load Relaxation Crack Growth Technique
Vapor environment Liquid environment
Solution container
Port for vapor injection
Thermocouple
Delaminator Adhesion Test System, DTS Company
fracture
path
cap
liner
Low kOSG
auto analysis
adhesive/cohesivecrack
DTS Company
H2Oδ
δ+
Silicon
Oxygen
Methyl
-OH-
δ-
δ+--
δ--
1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.610-11
10-10
10-9
10-8
10-7
10-6
10-5
10-4
30oC
Cra
ck G
row
th R
ate,
da/
dt (m
/s)
Applied Strain Energy Release Rate, G (J/m2)
50%RH
pH 7pH 10
(NH4OH)
Increasing pH accelerates crack
growth rates
Michalske and Freiman, 1982
Accelerated Cracking in Non-Buffered Solutions
crack tip reaction
Si – O – Si + nH2O → 2(Si – OH)Si – O – Si + nOH
_→ Si – OH + Si – O
_
crack tip reaction
Crack growth rates are accelerated with increasing pH (increasing hydroxide ion concentration)
OH- mediated reaction
Transport of OH-
10-10
10-9
10-8
10-7
10-6
10-5
10-4
1.2 1.4 1.6 1.8 2 2.2 2.4
pH 5.8
Applied Strain Energy Release Rate, G(J/m2)
Cra
ck P
ropa
gatio
n R
ate,
da/
dt (m
/s)
30ºCPolymeric CapPorous MSSQ
pH 11
pH 14.4
Dielectric Cracking in Non-Buffered Solutions
Si – O – Si + nH2O → 2(Si – OH)Si – O – Si + nOH
_→ Si – OH + Si – O
_
• dominated by [OH]
stagnant boundary layer
aol
crack velocity
bulksolution
Issues:•model predictions•reaction order•what is crack tip [OH]?E. Guyer and R. H. Dauskardt (JMR) - 2005
( )12 2[ ] expν β⎛ ⎞ =⎜ ⎟
⎝ ⎠o
I
da H O Gdt10-9
10-8
10-7
10-6
10-5
10-4
0.5 0.6 0.7 0.8 0.9 1 1.1 1.2 1.3
30CSiC Cap
3wt% H2O
2
1.5wt%H
2O
2
10wt% H2O
2
Cra
ck P
ropa
gatio
n R
ate,
da/
dt (m
/s)
Applied Strain Energy Release Rate, G(J/m2)
Onset of steric hindrance ~0.8 J/m2 Porous MSSQ
model predictions
Effect of [H2O2] on Accelerated Cracking
[ ]2 22 2
⎛ ⎞ =⎜ ⎟⎝ ⎠
H OII
da A H O Ddt
Porous/SiC
H2O2
Silicon
Oxygen
Methyl
δ-δ+
Model Predictionsreaction
transport
E. Guyer and R. H. Dauskardt (Nature Materials) - 20031
Inglis expression for the stress concentration
2 /t aσ σ ρ=
Decelerated Crack Growth by Crack Tip BluntingAlkali metal ions in solution
result in crack tip blunting by dissolution of silica
pH 10 (NaOH)
50%RH
pH 7
pH 10 (NH4OH)
Electrolytes in DI water w/o surfactants
1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.610-11
10-10
10-9
10-8
10-7
10-6
10-5
10-4
30oC
Cra
ck G
row
th R
ate,
da/
dt(m
/s)
Applied Strain Energy Release Rate, G (J/m2)
pH 10(KOH)
Tomozawa (1996)
High-voltage electron micrographs of a crack tip of silica glass (a) before and (b) after hot-water-soaking at 90˚C for 7 days.
Decelerated Crack Growth by Crack Tip Blunting
pH 10 (NaOH)
50%RH
pH 7
pH 10 (NH4OH)
Electrolytes in DI water w/o surfactants
1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.610-11
10-10
10-9
10-8
10-7
10-6
10-5
10-4
30oC
Cra
ck G
row
th R
ate,
da/
dt(m
/s)
Applied Strain Energy Release Rate, G (J/m2)
pH 10(KOH)
Effects of Nonionic Surfactants on Defect Evolution during CMP
CMP slurry
Effects of surfactant molecules on the defect evolution/crack growth
are unknown!
Applied stress
δδ+
-
SiliconOxygen
Methyl
H2O or OH-
Surfactant additions critical for efficient CMP:• enhances wetting of hydrophobic low-k dielectrics
• increases the contact area for slurry/wafer interaction
• optimized CMP rates, reduced dishing…
Hydrophilic head
Hydrophobic tail
Surfactant molecule
CH3(CH2)m-1O(CH2CH2O)nH
polyoxyethylene alkyl ether
1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.610-11
10-10
10-9
10-8
10-7
10-6
10-5
10-4
30oC
Cra
ck G
row
th R
ate,
da/
dt (m
/s)
Applied Strain Energy Release Rate, G (J/m2)
pH 7
E100E20
E10
CmEn Surfactant Effects on Crack Growth Behavior (pH 7)
1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.610-11
10-10
10-9
10-8
10-7
10-6
10-5
10-4
30oC
Cra
ck G
row
th R
ate,
da/
dt (m
/s)
Applied Strain Energy Release Rate, G (J/m2)
pH 7
E4
E7
E23E50
1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.610-11
10-10
10-9
10-8
10-7
10-6
10-5
10-4
30oC
Cra
ck G
row
th R
ate,
da/
dt (m
/s)
Applied Strain Energy Release Rate, G (J/m2)
pH 7
E4E6
E9
C10 En
C10 En C12 En C18 En
Marked effect on crack growthSensitive to hydrophilic chain length
No effect of surfactant molecules
C18 En C12 En
Marked effect on crack growthInsensitive to hydrophilic chain length
0.1 wt% surfactant
1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.610-11
10-10
10-9
10-8
10-7
10-6
10-5
10-4
30oC
Cra
ck G
row
th R
ate,
da/
dt (m
/s)
Applied Strain Energy Release Rate, G (J/m2)
pH 10
E100
E20E10
1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.610-11
10-10
10-9
10-8
10-7
10-6
10-5
10-4
30oC
Cra
ck G
row
th R
ate,
da/
dt (m
/s)
Applied Strain Energy Release Rate, G (J/m2)
pH 10
E4E7
E23
E50
1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.610-11
10-10
10-9
10-8
10-7
10-6
10-5
10-4
30oC
Cra
ck G
row
th R
ate,
da/
dt (m
/s)
Applied Strain Energy Release Rate, G (J/m2)
pH 10
E4E6E9
C10 En C12 En C18 En
C10 En
Marked effect on crack growthSensitive to hydrophilic chain length
Little effect of surfactant molecules
C18 En C12 En
Increased effect on crack growthInsensitive to hydrophilic chain length
0.1 wt% surfactant
CmEn Effects on Crack Growth Behavior (in pH 10 NH4OH)
Nonionic Surfactants Organization and Interaction with Surfaces
organization into aggregates depends on molecular type, concentration, temperature, pH, ionic content, surfaces, confinement….
•CmEn
small n (large m)
large n(small m)
•SiO2 surface binding sites
low
highbi-layer aggregates
surface
surface
micellar aggregates
•confinement in cracks or pores
2-D
1-D
3-D
surfacesurface δ crack surfaces
cylindrical pores
pores
adsorption on SiO2
•pH effectsF. Tiberg, Lund University, 1994
CH3
CH3CH3
Crack Growth
Crack Tip Reaction Region
H2O
StrainedBond
OH
OH
CH3
CH3
CH3 OHOH
OHCH3CH3
OHCH3CH3CH3OHOH
OHOH
HydrophilicHydrophobic
Hydrophilic interaction
Hydrophobic interaction
Hydrophobic and Hydrophilic Interactions
Hydroxyl ions from alkaline solution compete for adsorption sites and at pH levels above 10 all surfactants are displaced from the surface.[F. Tiberg Ph.D. Thesis, Lund University. Sweden, 1994].
Adsorption on the silica surface
OH- OH-
OH-
Competition for adsorption sites at
high pH
CH3
Molecular Bridging in Aqueous Solution
= −tip applied bridgingG G G
CH3
Crack Growth
Crack Tip Reaction Region
H2O
OH
OH
CH3
CH3
CH3 OHOH
OHCH3CH3
OHCH3CH3OHOH
OHOH OH
OH-
OH OH
OH
Mono/bi-layer aggregates
Micellar Bridging
Cylindrical aggregates
CH3
Crack Growth
Crack Tip Reaction Region
H2O
OH
OH
CH3
CH3
CH3 OHOH
OH CH3CH3
CH3CH3OHOH
OH OH
OH-
OH OH
OHCH3
CH3
0.1 wt% surfactant
pH 10
C10En C18EnC12En
pH 10
1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.610-11
10-10
10-9
10-8
10-7
10-6
10-5
10-4
30oC
Cra
ck G
row
th R
ate,
da/
dt (m
/s)
Applied Strain Energy Release Rate, G (J/m2)
0.1 wt% surfactant
pH 7
C10En
C18EnC12En
pH 7
1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.610-11
10-10
10-9
10-8
10-7
10-6
10-5
10-4
30oC
Cra
ck G
row
th R
ate,
da/
dt (m
/s)
Applied Strain Energy Release Rate, G (J/m2)
CmEn Concentration Effects on Crack Growth
pH7 + 0.01wt% surfactant
1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.610-11
10-10
10-9
10-8
10-7
10-6
10-5
10-4
30oC
Cra
ck G
row
th R
ate,
da/
dt (m
/s)
Applied Strain Energy Release Rate, G (J/m2)
pH 7
E20
1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.610-11
10-10
10-9
10-8
10-7
10-6
10-5
10-4
30oC
Cra
ck G
row
th R
ate,
da/
dt (m
/s)
Applied Strain Energy Release Rate, G (J/m2)
E100E20
E10
pH7 + 0.1wt% surfactant
pH7
C18 En
Crack Tip Reaction Region
H2O
StrainedBond
OH-
Crack Tip Reaction Region
H2O
StrainedBond
OH-
Tem
pera
ture
(°C
)
Concentration
Phase diagram of water-C12E6 binary mixture
Reduction of surfactant concentration from 0.1 to 0.01wt% may result in different phase near the crack tip – further characterization needed.
Decelerated Crack Growth by Crack Tip Blunting
1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.610-11
10-10
10-9
10-8
10-7
10-6
10-5
10-4
30oC
Cra
ck G
row
th R
ate,
da/
dt (m
/s)
Applied Strain Energy Release Rate, G (J/m2)
50%RH
pH 7
pH 10 (NH4OH)
pH 10 (KOH)
pH 10 (NaOH)
Electrolytes in DI water w/o surfactants
Wijnen, 1989
Silica gel dissolution in aqueous alkali metal hydroxides
Alkali metal ions in solution result in crack tip blunting by
dissolution of silica
Alkali metal ion + EO Complexation
1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.610-11
10-10
10-9
10-8
10-7
10-6
10-5
10-4
30oC
Cra
ck G
row
th R
ate,
da/
dt (m
/s)
Applied Strain Energy Release Rate, G (J/m2)
KOH
C18E10
KOH pH10 + 0.1wt% surfactant
NH4OH
C18E20C18E100
Carbon
Oxygen
Metal ion
Okada (1993)
EO of Polyoxyethylene Alkyl Ether
Before: side chains, straight and mainly repulsive polar hydrophilic chains
After: side chains locked by the cation, stabilzedby two electron-rich oxygen atoms, decreases mobility
Crack tip blunting effects suppressed by shielding of potassium ion.
Decelerated Crack Growth by Crack Tip Blunting
Commercial Post-CMP Cleaning Solutions
Cohesive failure at high growth rates
interfacial failure
10-10
10-9
10-8
10-7
10-6
10-5
10-4
0.5 1 1.5 2 2.5 3 3.5
waterpH 11
pH 1
Cra
ck P
ropa
gatio
n R
ate,
da/
dt (m
/s)
Black Diamond30C
30C250A TaN
Black Diamond
pH 11ESC-797
pH 1.5Kanto
~0.05 wt% TMAH and
~0.5 wt% alkanolamine
ESC-797
~0.5 wt% organic acid
Kanto M02
G
Si
Si
CDO
TaN
Fracture path switches from cohesive to interfacial
Cu
10-10
10-9
10-8
10-7
10-6
10-5
10-4
0.5 1 1.5 2 2.5 3 3.5
pH 11 bufferwaterpH 11 non buff
30C250A TaN
Black Diamond
Cra
ck G
row
th R
ate,
da/
dt (m
/s)
Applied Strain Energy Release Rate, G(J/m2)
10-10
10-9
10-8
10-7
10-6
10-5
10-4
0.5 1 1.5 2 2.5 3 3.5
water
pH 1 kanto
ESC ph 11
30C250A TaN
Black Diamond
Cra
ck G
row
th R
ate,
da/
dt (m
/s)
Applied Strain Energy Release Rate, G(J/m2)
CMP Solution Effects on Cracking in CVD Glasses
E. Guyer and R. H. Dauskardt - 2005
• Aqueous solution chemistry affects kinetics of defect evolution during CMP having important effects on damage and process yield.
• Crack growth rates accelerated in basic solutions, inhibited in acidic solutions.
• Nonionic surfactant additions have marked effects on crack growth rates depending on hydrophilic and hydrophobic interactions with crack surfaces micellar bridging effects.
• Possible micellar bridging effects are sensitive to the pH or the choice of electrolyte.
• Aqueous solution chemistry of CMP slurries and post-CMP cleaning solutions must be optimized to reduce damage in interconnect structures for next technology nodes.
Conclusions