SlideShare ist ein Scribd-Unternehmen logo
1 von 23
Study on fault basics and
Rate and state friction law
Presented By:-
RAVAL CHAITANYA
IU1751210010
Guided By:-
Assistant Professor Vasudeo Chaudhari
Objective
 Understanding rate and state friction law of motion to get dynamic analysis of particular
earthquake
2
Introduction
 Fault is a fracture/zone of fracture between two blocks of rock
 In a simple way, fault is the movement of rock on either side
 Faults are the boundaries of huge plates that make up earth’s crust
 If the rock movement is sudden, it causes earthquake
 If the rock movement is slow, it is called creep, an aseismic process
 Faults can be horizontal, vertical or oblique
 Angle of fault with respect to surface (dip) and direction of slip along fault are defined to
classify faults
3
Types of fault
 Faults which move along the direction of dip plane are dip-slip faults
(in vertical direction)
 If hanging wall moves downward, it is called ‘Normal fault slip’
 If hanging wall moves upward, it is called ‘Reverse (Thrust) fault slip’
 Faults which move horizontally are called strike-slip fault
 If the far block on either side moves in left, it is called ‘left lateral strike-slip
 If the far block on either side moves in right, it is called ‘right lateral strike-slip
 Sometimes fault doesn’t come up to the surface, it is known as ‘Blinded fault’
4
Dip-slip fault 5
Figure 1: Normal fault slip
Figure 2: Reverse( thrust ) fault slip
Strike-slip fault 6
Figure 4: Right lateral strike-slipFigure 3: Left lateral strike-slip
What is an earthquake?
 Earthquake is the energy released due to sudden movement of rocks in form of seismic
waves
 Causes of earthquake : 1 Surface causes
2 Volcanic causes
3 Tectonic causes
7
Elastic rebound theory
 Elastic rebound theory represents the occurrence of tectonic earthquake
 Considering an earthquake has just occurred in a block, which causes co-seismic
deformation
 After certain time many after-shocks will cause post-seismic deformation
 Considering time t = 0, when all energy is dissipated
 Slow accumulation of stress between the blocks will start from t = 0
 Pre-seismic deformation may occur between blocks in few centimeters for many years
8
Conti… 9
Figure 5: Elastic Rebound
Conti…
 The stress accumulated in the blocks are not uniformly distributed, it is localized stress at
different portion
 Localized stresses are concentrated in a narrow band in width around the fault
 Once the deformation around the fault is such that the stresses are greater than the frictional
resistance of blocks, earthquake is triggered
 At t = 𝑡0, sudden release of accumulated slip on fault occurs, which causes slip on the
fault, known as elastic rebound
 Earthquake is a cyclic process, not necessarily periodic
10
Nucleation procedure
 Fault rupture causes an earthquake
 The point at which the earthquake is triggered is known as ‘Nucleation’, rupture than
propagate in all direction from the nucleation point
 Fault rupture may have only one or many ruptures on the fault plane
 Many times earthquake triggered at one point causes perturbation on nearer fault, which
leads the other fault earthquake having an earthquake, called induced vibration
11
Asperity, slip, recurrence time, slip-rate
 Whenever two plates collide, there is chance that one plate sub-duct the other one
 At one point, the sub-ducting plate and the upper plate get locked as they both move
towards each other
 The locked area is known as ‘Asperity’ of fault
 Whenever earthquake occurs, the relative displacement occurs between two plates, it is
known as ‘Slip’
 The duration between two major events is called recurrence time interval
 Suppose major event of earthquake occurs every 1000 years and average slip per major
event is 3 meters, then the average creep of 3000/1000 = 3 mm/year occurs, called ‘slip
rate’
12
Stick-slip motion
 Any variation in frictional resistance during sliding causes dynamic instability, a sudden
movement occurs due to stress drop
 In repetitions, the sliding occurs when stress is recharged, followed by another instability
 Essentially, in such systems where sliding occurs due to instability, such frictional behavior
is called ‘regular stick-slip’.
13
Conti… 14
Figure 11: Force-displacement diagram
Figure 10: Block slider model
Conti…
 Condition for instability, │
𝑑𝐹
𝑑𝑢
│ > K
 Coulomb proposed that the static friction coefficient must exceed the dynamic coefficient
of friction for the unstable sliding
 Robanowicz said if two surfaces are kept stationary, given the load for time t, the static
friction coefficient increases with log t
 Robanowicz proposed Critical distance Dc, when friction value is changed from one value
to other, the instability is given by,
µ 𝑠 − µ 𝑑
𝐷 𝑐
> K
15
Rate and state friction
 Time and velocity both are important aspects for friction
 An increase of ∆µ 𝑠 upon the initiation of sliding, followed by previous decay of steady-
state value, the effect is called ‘healing’
 As Deiterich-Ruina stated that friction depends on instantaneous sliding velocity V and
time-dependent variable θ
 µ = µ (V, θ) = µ0 + a* ln
𝑉
𝑉0
+ b* ln
𝑉0∗𝜃
𝐷 𝑐
where, 𝜃 = 1 -
𝑉∗𝜃
𝐷 𝑐
16
Conti… 17
Figure 12(A): Static-dynamic model Figure 12(B): Slip weakening Figure 12(C): Deiterich-Ruina friction
model
Conti…
 (A) for shear stress, τ = µ*σ, where µ is coefficient of friction and σ is normal stress
 (B) shear stress is the decreasing function of slip un to 𝐷𝑐 and then remain at constant
stress, most common way is ‘piece-wise linear’
 Alternative law is Stribeck-curve, depending on a single quantity yet pure velocity
dependence fails to give the stress drop at particular point
 Aging law for healing and slip law for rapid change in slip are combined for proper result
18
Conti…
 The friction at steady state velocity,
µ 𝑠𝑠 = µ0 + (a-b) * ln
𝑉
𝑉0
if µ 𝑑 is defined as µ 𝑠𝑠 at velocity V, then
𝑑µ 𝑑
𝑑 ln 𝑉
= a-b
In the static case when θ = t, so for long hold times
𝑑µ 𝑠
𝑑(ln 𝑡)
= b
the friction jump of the direct effect is given by
∆µ = a* ln
𝑉2
𝑉1
19
A and B parameters
Seismogenic layer
If a > b, rate strengthening
If a < b, rate weakening
20
Figure 13: Parameters A and B effect in generation of
earthquake
References
 STICK-SLIP INSTABILITIES AND SHEAR STRAIN LOCALIZATION IN AMORPHOUS MATERIALS
EG Daub, JM Carlson - Physical Review E, 2009
 AFTERSLIP AND AFTERSHOCKS IN THE RATE‐AND‐STATE FRICTION LAW
A Helmstetter, BE Shaw - Journal of Geophysical Research: Solid Earth, 2009
 SOURCE SCALING PROPERTIES FROM FINITE-FAULT-RUPTURE MODELS
PM Mai, GC Beroza - Bulletin of the Seismological Society of America, 2000
 THE DYNAMIC ANALYSIS OF STICK-SLIP MOTION
C Gao, D Kuhlmann-Wilsdorf, DD Makel - Wear, 1994
 [HTML] TOWARDS A UNIVERSAL RULE ON THE RECURRENCE INTERVAL SCALING OF REPEATING
EARTHQUAKES?
KH Chen, RM Nadeau, RJ Rau - Geophysical Research Letters, 2007
 [PDF] SEMINAR ON B-VALUE
O Kulhanek - Dept. of Geophysics, Charles University, Prague, 2005
21
References
 NONLINEAR STRAIN BUILDUP AND THE EARTHQUAKE CYCLE ON THE SAN ANDREAS
FAULT
W Thatcher - Journal of Geophysical Research: Solid Earth, 1983
 THEORETICAL AND QUANTITATIVE ANALYSES OF THE FAULT SLIP RATE UNCERTAINTIES
FROM SINGLE EVENT AND EROSION OF THE ACCUMULATED OFFSET
Z Ren, Z Zhang, T Chen, W Wang - Island Arc, 2013
 ON THE VARIATION OF B-VALUES WITH EARTHQUAKE SIZE
EA Okal, BA Romanowicz - Physics of the Earth and Planetary Interiors,
1994
 SOURCE MECHANISMS OF EARTHQUAKES: THEORY AND PRACTICE
A Udías, R Madariaga, E Buforn - 2014
 “THE MECHANICS OF EARTHQUAKES AND FAULTING-” BY CHRISTOPHER H. SCHOLZ
RA Harris - Seismological Research Letters, 2003
22
Thank you

Weitere ähnliche Inhalte

Was ist angesagt?

LANDSLIDES
LANDSLIDESLANDSLIDES
LANDSLIDESKYI KHIN
 
Rocks, Rock Cycle, PowerPoint Quiz Game, Earth Science Lesson PowerPoint
Rocks, Rock Cycle, PowerPoint Quiz Game, Earth Science Lesson PowerPointRocks, Rock Cycle, PowerPoint Quiz Game, Earth Science Lesson PowerPoint
Rocks, Rock Cycle, PowerPoint Quiz Game, Earth Science Lesson PowerPointwww.sciencepowerpoint.com
 
Presentation on Friction (Static, Kinetic and Co-efficient of Friction)
Presentation on Friction (Static, Kinetic and Co-efficient of Friction)Presentation on Friction (Static, Kinetic and Co-efficient of Friction)
Presentation on Friction (Static, Kinetic and Co-efficient of Friction)Md. Sirajul Islam
 
Geography Elective/Pure Chapter 2: Plate tectonic
Geography Elective/Pure Chapter 2: Plate tectonic Geography Elective/Pure Chapter 2: Plate tectonic
Geography Elective/Pure Chapter 2: Plate tectonic Dodge Lim
 
EARTHQUAKES FOR CAMBRIDGE A LEVEL
EARTHQUAKES FOR CAMBRIDGE A LEVELEARTHQUAKES FOR CAMBRIDGE A LEVEL
EARTHQUAKES FOR CAMBRIDGE A LEVELYonas Gemeda
 
Physical Properties Of Rocks
Physical Properties Of RocksPhysical Properties Of Rocks
Physical Properties Of Rocksmoniquewilson
 
Haiti Casestudy
Haiti CasestudyHaiti Casestudy
Haiti CasestudyRuth1618
 
Chapter 9 folding and faulting
Chapter 9 folding and faultingChapter 9 folding and faulting
Chapter 9 folding and faultingRaymond Douglas
 
10. Earth's Interior Heat Notes
10. Earth's Interior Heat Notes10. Earth's Interior Heat Notes
10. Earth's Interior Heat Notesmgitterm
 
Earthquake causes and safety measurements
Earthquake causes and safety measurementsEarthquake causes and safety measurements
Earthquake causes and safety measurementsM Aamer Raza
 
Structural Geology
Structural  GeologyStructural  Geology
Structural GeologyUsama Zia
 
Types of plate boundaries
Types of plate boundariesTypes of plate boundaries
Types of plate boundariesMartinGeraldine
 

Was ist angesagt? (20)

Earthquakes
EarthquakesEarthquakes
Earthquakes
 
LANDSLIDES
LANDSLIDESLANDSLIDES
LANDSLIDES
 
Folding and faulting
Folding and faultingFolding and faulting
Folding and faulting
 
Tectonic plates
Tectonic platesTectonic plates
Tectonic plates
 
Rocks, Rock Cycle, PowerPoint Quiz Game, Earth Science Lesson PowerPoint
Rocks, Rock Cycle, PowerPoint Quiz Game, Earth Science Lesson PowerPointRocks, Rock Cycle, PowerPoint Quiz Game, Earth Science Lesson PowerPoint
Rocks, Rock Cycle, PowerPoint Quiz Game, Earth Science Lesson PowerPoint
 
Presentation on Friction (Static, Kinetic and Co-efficient of Friction)
Presentation on Friction (Static, Kinetic and Co-efficient of Friction)Presentation on Friction (Static, Kinetic and Co-efficient of Friction)
Presentation on Friction (Static, Kinetic and Co-efficient of Friction)
 
Geography Elective/Pure Chapter 2: Plate tectonic
Geography Elective/Pure Chapter 2: Plate tectonic Geography Elective/Pure Chapter 2: Plate tectonic
Geography Elective/Pure Chapter 2: Plate tectonic
 
Plate tectonics
Plate tectonicsPlate tectonics
Plate tectonics
 
EARTHQUAKES FOR CAMBRIDGE A LEVEL
EARTHQUAKES FOR CAMBRIDGE A LEVELEARTHQUAKES FOR CAMBRIDGE A LEVEL
EARTHQUAKES FOR CAMBRIDGE A LEVEL
 
Physical Properties Of Rocks
Physical Properties Of RocksPhysical Properties Of Rocks
Physical Properties Of Rocks
 
Epicenter
EpicenterEpicenter
Epicenter
 
Haiti Casestudy
Haiti CasestudyHaiti Casestudy
Haiti Casestudy
 
2010 Haiti earthquake response - case study
2010 Haiti earthquake response - case study 2010 Haiti earthquake response - case study
2010 Haiti earthquake response - case study
 
Chapter 9 folding and faulting
Chapter 9 folding and faultingChapter 9 folding and faulting
Chapter 9 folding and faulting
 
10. Earth's Interior Heat Notes
10. Earth's Interior Heat Notes10. Earth's Interior Heat Notes
10. Earth's Interior Heat Notes
 
Volcanism
VolcanismVolcanism
Volcanism
 
Earthquake causes and safety measurements
Earthquake causes and safety measurementsEarthquake causes and safety measurements
Earthquake causes and safety measurements
 
Volcanism
VolcanismVolcanism
Volcanism
 
Structural Geology
Structural  GeologyStructural  Geology
Structural Geology
 
Types of plate boundaries
Types of plate boundariesTypes of plate boundaries
Types of plate boundaries
 

Ähnlich wie Rate and State friction law

Earthquakesppt
EarthquakespptEarthquakesppt
Earthquakespptshuvvan
 
what is earth quake
what is earth quakewhat is earth quake
what is earth quakeSaad Raja
 
lecture10structuralgeologystress-140910011405-phpapp02.pdf
lecture10structuralgeologystress-140910011405-phpapp02.pdflecture10structuralgeologystress-140910011405-phpapp02.pdf
lecture10structuralgeologystress-140910011405-phpapp02.pdfEbbisaaGuutaa
 
lecture10structuralgeologystress-140910011405-phpapp02.pdf
lecture10structuralgeologystress-140910011405-phpapp02.pdflecture10structuralgeologystress-140910011405-phpapp02.pdf
lecture10structuralgeologystress-140910011405-phpapp02.pdfEbbisaaGuutaa
 
lecture10structuralgeologystress-140910011405-phpapp02.pdf
lecture10structuralgeologystress-140910011405-phpapp02.pdflecture10structuralgeologystress-140910011405-phpapp02.pdf
lecture10structuralgeologystress-140910011405-phpapp02.pdfEbbisaaGuutaa
 
GEOTECHNICAL_EARTHQUAKE_ENGINEERING (1).pptx
GEOTECHNICAL_EARTHQUAKE_ENGINEERING (1).pptxGEOTECHNICAL_EARTHQUAKE_ENGINEERING (1).pptx
GEOTECHNICAL_EARTHQUAKE_ENGINEERING (1).pptxRajanDas20
 
17418_lecture3-plate tectonics part-2.ppt
17418_lecture3-plate tectonics part-2.ppt17418_lecture3-plate tectonics part-2.ppt
17418_lecture3-plate tectonics part-2.pptAshimShrestha30
 
Structural Geology & Stress
Structural Geology & StressStructural Geology & Stress
Structural Geology & StressM.T.H Group
 
deformation By Slip, Mechanism Of Slip
deformation By Slip, Mechanism Of Slipdeformation By Slip, Mechanism Of Slip
deformation By Slip, Mechanism Of Slipjani parth
 
Final copy latest
Final copy latestFinal copy latest
Final copy latestRohit Sahai
 
Earthquakes and landslides
Earthquakes and landslidesEarthquakes and landslides
Earthquakes and landslidesSudeep Saxena
 
Module 1_Spring 2020.pdf
Module 1_Spring 2020.pdfModule 1_Spring 2020.pdf
Module 1_Spring 2020.pdfMohammad Javed
 
Seismic Slope Stability
Seismic Slope StabilitySeismic Slope Stability
Seismic Slope Stabilityijceronline
 
Earthquake Lesson
Earthquake LessonEarthquake Lesson
Earthquake Lessonamckean
 
Lecture11 earthquakes
Lecture11 earthquakesLecture11 earthquakes
Lecture11 earthquakesairporte
 

Ähnlich wie Rate and State friction law (20)

Earthquakes
EarthquakesEarthquakes
Earthquakes
 
Task Earthquake
Task EarthquakeTask Earthquake
Task Earthquake
 
Earthquakesppt
EarthquakespptEarthquakesppt
Earthquakesppt
 
what is earth quake
what is earth quakewhat is earth quake
what is earth quake
 
lecture10structuralgeologystress-140910011405-phpapp02.pdf
lecture10structuralgeologystress-140910011405-phpapp02.pdflecture10structuralgeologystress-140910011405-phpapp02.pdf
lecture10structuralgeologystress-140910011405-phpapp02.pdf
 
lecture10structuralgeologystress-140910011405-phpapp02.pdf
lecture10structuralgeologystress-140910011405-phpapp02.pdflecture10structuralgeologystress-140910011405-phpapp02.pdf
lecture10structuralgeologystress-140910011405-phpapp02.pdf
 
lecture10structuralgeologystress-140910011405-phpapp02.pdf
lecture10structuralgeologystress-140910011405-phpapp02.pdflecture10structuralgeologystress-140910011405-phpapp02.pdf
lecture10structuralgeologystress-140910011405-phpapp02.pdf
 
GEOTECHNICAL_EARTHQUAKE_ENGINEERING (1).pptx
GEOTECHNICAL_EARTHQUAKE_ENGINEERING (1).pptxGEOTECHNICAL_EARTHQUAKE_ENGINEERING (1).pptx
GEOTECHNICAL_EARTHQUAKE_ENGINEERING (1).pptx
 
17418_lecture3-plate tectonics part-2.ppt
17418_lecture3-plate tectonics part-2.ppt17418_lecture3-plate tectonics part-2.ppt
17418_lecture3-plate tectonics part-2.ppt
 
Structural Geology & Stress
Structural Geology & StressStructural Geology & Stress
Structural Geology & Stress
 
deformation By Slip, Mechanism Of Slip
deformation By Slip, Mechanism Of Slipdeformation By Slip, Mechanism Of Slip
deformation By Slip, Mechanism Of Slip
 
ENV 101 Ch05 lecture ppt_a
ENV 101 Ch05 lecture ppt_aENV 101 Ch05 lecture ppt_a
ENV 101 Ch05 lecture ppt_a
 
Final copy latest
Final copy latestFinal copy latest
Final copy latest
 
Earthquakes and landslides
Earthquakes and landslidesEarthquakes and landslides
Earthquakes and landslides
 
Eartquake report
Eartquake reportEartquake report
Eartquake report
 
Module 1_Spring 2020.pdf
Module 1_Spring 2020.pdfModule 1_Spring 2020.pdf
Module 1_Spring 2020.pdf
 
Seismic Slope Stability
Seismic Slope StabilitySeismic Slope Stability
Seismic Slope Stability
 
Earthquake Lesson
Earthquake LessonEarthquake Lesson
Earthquake Lesson
 
Earth quake
Earth quakeEarth quake
Earth quake
 
Lecture11 earthquakes
Lecture11 earthquakesLecture11 earthquakes
Lecture11 earthquakes
 

Kürzlich hochgeladen

Call for Papers - International Journal of Intelligent Systems and Applicatio...
Call for Papers - International Journal of Intelligent Systems and Applicatio...Call for Papers - International Journal of Intelligent Systems and Applicatio...
Call for Papers - International Journal of Intelligent Systems and Applicatio...Christo Ananth
 
UNIT-III FMM. DIMENSIONAL ANALYSIS
UNIT-III FMM.        DIMENSIONAL ANALYSISUNIT-III FMM.        DIMENSIONAL ANALYSIS
UNIT-III FMM. DIMENSIONAL ANALYSISrknatarajan
 
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Booking
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 BookingVIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Booking
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Bookingdharasingh5698
 
Vivazz, Mieres Social Housing Design Spain
Vivazz, Mieres Social Housing Design SpainVivazz, Mieres Social Housing Design Spain
Vivazz, Mieres Social Housing Design Spaintimesproduction05
 
Glass Ceramics: Processing and Properties
Glass Ceramics: Processing and PropertiesGlass Ceramics: Processing and Properties
Glass Ceramics: Processing and PropertiesPrabhanshu Chaturvedi
 
UNIT-II FMM-Flow Through Circular Conduits
UNIT-II FMM-Flow Through Circular ConduitsUNIT-II FMM-Flow Through Circular Conduits
UNIT-II FMM-Flow Through Circular Conduitsrknatarajan
 
PVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELL
PVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELLPVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELL
PVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELLManishPatel169454
 
Unit 1 - Soil Classification and Compaction.pdf
Unit 1 - Soil Classification and Compaction.pdfUnit 1 - Soil Classification and Compaction.pdf
Unit 1 - Soil Classification and Compaction.pdfRagavanV2
 
Thermal Engineering-R & A / C - unit - V
Thermal Engineering-R & A / C - unit - VThermal Engineering-R & A / C - unit - V
Thermal Engineering-R & A / C - unit - VDineshKumar4165
 
VIP Model Call Girls Kothrud ( Pune ) Call ON 8005736733 Starting From 5K to ...
VIP Model Call Girls Kothrud ( Pune ) Call ON 8005736733 Starting From 5K to ...VIP Model Call Girls Kothrud ( Pune ) Call ON 8005736733 Starting From 5K to ...
VIP Model Call Girls Kothrud ( Pune ) Call ON 8005736733 Starting From 5K to ...SUHANI PANDEY
 
UNIT-IFLUID PROPERTIES & FLOW CHARACTERISTICS
UNIT-IFLUID PROPERTIES & FLOW CHARACTERISTICSUNIT-IFLUID PROPERTIES & FLOW CHARACTERISTICS
UNIT-IFLUID PROPERTIES & FLOW CHARACTERISTICSrknatarajan
 
result management system report for college project
result management system report for college projectresult management system report for college project
result management system report for college projectTonystark477637
 
Online banking management system project.pdf
Online banking management system project.pdfOnline banking management system project.pdf
Online banking management system project.pdfKamal Acharya
 
The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...
The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...
The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...ranjana rawat
 
chapter 5.pptx: drainage and irrigation engineering
chapter 5.pptx: drainage and irrigation engineeringchapter 5.pptx: drainage and irrigation engineering
chapter 5.pptx: drainage and irrigation engineeringmulugeta48
 

Kürzlich hochgeladen (20)

Call for Papers - International Journal of Intelligent Systems and Applicatio...
Call for Papers - International Journal of Intelligent Systems and Applicatio...Call for Papers - International Journal of Intelligent Systems and Applicatio...
Call for Papers - International Journal of Intelligent Systems and Applicatio...
 
Water Industry Process Automation & Control Monthly - April 2024
Water Industry Process Automation & Control Monthly - April 2024Water Industry Process Automation & Control Monthly - April 2024
Water Industry Process Automation & Control Monthly - April 2024
 
(INDIRA) Call Girl Aurangabad Call Now 8617697112 Aurangabad Escorts 24x7
(INDIRA) Call Girl Aurangabad Call Now 8617697112 Aurangabad Escorts 24x7(INDIRA) Call Girl Aurangabad Call Now 8617697112 Aurangabad Escorts 24x7
(INDIRA) Call Girl Aurangabad Call Now 8617697112 Aurangabad Escorts 24x7
 
UNIT-III FMM. DIMENSIONAL ANALYSIS
UNIT-III FMM.        DIMENSIONAL ANALYSISUNIT-III FMM.        DIMENSIONAL ANALYSIS
UNIT-III FMM. DIMENSIONAL ANALYSIS
 
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Booking
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 BookingVIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Booking
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Booking
 
Vivazz, Mieres Social Housing Design Spain
Vivazz, Mieres Social Housing Design SpainVivazz, Mieres Social Housing Design Spain
Vivazz, Mieres Social Housing Design Spain
 
(INDIRA) Call Girl Meerut Call Now 8617697112 Meerut Escorts 24x7
(INDIRA) Call Girl Meerut Call Now 8617697112 Meerut Escorts 24x7(INDIRA) Call Girl Meerut Call Now 8617697112 Meerut Escorts 24x7
(INDIRA) Call Girl Meerut Call Now 8617697112 Meerut Escorts 24x7
 
Glass Ceramics: Processing and Properties
Glass Ceramics: Processing and PropertiesGlass Ceramics: Processing and Properties
Glass Ceramics: Processing and Properties
 
UNIT-II FMM-Flow Through Circular Conduits
UNIT-II FMM-Flow Through Circular ConduitsUNIT-II FMM-Flow Through Circular Conduits
UNIT-II FMM-Flow Through Circular Conduits
 
Call Now ≽ 9953056974 ≼🔝 Call Girls In New Ashok Nagar ≼🔝 Delhi door step de...
Call Now ≽ 9953056974 ≼🔝 Call Girls In New Ashok Nagar  ≼🔝 Delhi door step de...Call Now ≽ 9953056974 ≼🔝 Call Girls In New Ashok Nagar  ≼🔝 Delhi door step de...
Call Now ≽ 9953056974 ≼🔝 Call Girls In New Ashok Nagar ≼🔝 Delhi door step de...
 
PVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELL
PVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELLPVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELL
PVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELL
 
Unit 1 - Soil Classification and Compaction.pdf
Unit 1 - Soil Classification and Compaction.pdfUnit 1 - Soil Classification and Compaction.pdf
Unit 1 - Soil Classification and Compaction.pdf
 
Thermal Engineering-R & A / C - unit - V
Thermal Engineering-R & A / C - unit - VThermal Engineering-R & A / C - unit - V
Thermal Engineering-R & A / C - unit - V
 
(INDIRA) Call Girl Bhosari Call Now 8617697112 Bhosari Escorts 24x7
(INDIRA) Call Girl Bhosari Call Now 8617697112 Bhosari Escorts 24x7(INDIRA) Call Girl Bhosari Call Now 8617697112 Bhosari Escorts 24x7
(INDIRA) Call Girl Bhosari Call Now 8617697112 Bhosari Escorts 24x7
 
VIP Model Call Girls Kothrud ( Pune ) Call ON 8005736733 Starting From 5K to ...
VIP Model Call Girls Kothrud ( Pune ) Call ON 8005736733 Starting From 5K to ...VIP Model Call Girls Kothrud ( Pune ) Call ON 8005736733 Starting From 5K to ...
VIP Model Call Girls Kothrud ( Pune ) Call ON 8005736733 Starting From 5K to ...
 
UNIT-IFLUID PROPERTIES & FLOW CHARACTERISTICS
UNIT-IFLUID PROPERTIES & FLOW CHARACTERISTICSUNIT-IFLUID PROPERTIES & FLOW CHARACTERISTICS
UNIT-IFLUID PROPERTIES & FLOW CHARACTERISTICS
 
result management system report for college project
result management system report for college projectresult management system report for college project
result management system report for college project
 
Online banking management system project.pdf
Online banking management system project.pdfOnline banking management system project.pdf
Online banking management system project.pdf
 
The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...
The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...
The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...
 
chapter 5.pptx: drainage and irrigation engineering
chapter 5.pptx: drainage and irrigation engineeringchapter 5.pptx: drainage and irrigation engineering
chapter 5.pptx: drainage and irrigation engineering
 

Rate and State friction law

  • 1. Study on fault basics and Rate and state friction law Presented By:- RAVAL CHAITANYA IU1751210010 Guided By:- Assistant Professor Vasudeo Chaudhari
  • 2. Objective  Understanding rate and state friction law of motion to get dynamic analysis of particular earthquake 2
  • 3. Introduction  Fault is a fracture/zone of fracture between two blocks of rock  In a simple way, fault is the movement of rock on either side  Faults are the boundaries of huge plates that make up earth’s crust  If the rock movement is sudden, it causes earthquake  If the rock movement is slow, it is called creep, an aseismic process  Faults can be horizontal, vertical or oblique  Angle of fault with respect to surface (dip) and direction of slip along fault are defined to classify faults 3
  • 4. Types of fault  Faults which move along the direction of dip plane are dip-slip faults (in vertical direction)  If hanging wall moves downward, it is called ‘Normal fault slip’  If hanging wall moves upward, it is called ‘Reverse (Thrust) fault slip’  Faults which move horizontally are called strike-slip fault  If the far block on either side moves in left, it is called ‘left lateral strike-slip  If the far block on either side moves in right, it is called ‘right lateral strike-slip  Sometimes fault doesn’t come up to the surface, it is known as ‘Blinded fault’ 4
  • 5. Dip-slip fault 5 Figure 1: Normal fault slip Figure 2: Reverse( thrust ) fault slip
  • 6. Strike-slip fault 6 Figure 4: Right lateral strike-slipFigure 3: Left lateral strike-slip
  • 7. What is an earthquake?  Earthquake is the energy released due to sudden movement of rocks in form of seismic waves  Causes of earthquake : 1 Surface causes 2 Volcanic causes 3 Tectonic causes 7
  • 8. Elastic rebound theory  Elastic rebound theory represents the occurrence of tectonic earthquake  Considering an earthquake has just occurred in a block, which causes co-seismic deformation  After certain time many after-shocks will cause post-seismic deformation  Considering time t = 0, when all energy is dissipated  Slow accumulation of stress between the blocks will start from t = 0  Pre-seismic deformation may occur between blocks in few centimeters for many years 8
  • 9. Conti… 9 Figure 5: Elastic Rebound
  • 10. Conti…  The stress accumulated in the blocks are not uniformly distributed, it is localized stress at different portion  Localized stresses are concentrated in a narrow band in width around the fault  Once the deformation around the fault is such that the stresses are greater than the frictional resistance of blocks, earthquake is triggered  At t = 𝑡0, sudden release of accumulated slip on fault occurs, which causes slip on the fault, known as elastic rebound  Earthquake is a cyclic process, not necessarily periodic 10
  • 11. Nucleation procedure  Fault rupture causes an earthquake  The point at which the earthquake is triggered is known as ‘Nucleation’, rupture than propagate in all direction from the nucleation point  Fault rupture may have only one or many ruptures on the fault plane  Many times earthquake triggered at one point causes perturbation on nearer fault, which leads the other fault earthquake having an earthquake, called induced vibration 11
  • 12. Asperity, slip, recurrence time, slip-rate  Whenever two plates collide, there is chance that one plate sub-duct the other one  At one point, the sub-ducting plate and the upper plate get locked as they both move towards each other  The locked area is known as ‘Asperity’ of fault  Whenever earthquake occurs, the relative displacement occurs between two plates, it is known as ‘Slip’  The duration between two major events is called recurrence time interval  Suppose major event of earthquake occurs every 1000 years and average slip per major event is 3 meters, then the average creep of 3000/1000 = 3 mm/year occurs, called ‘slip rate’ 12
  • 13. Stick-slip motion  Any variation in frictional resistance during sliding causes dynamic instability, a sudden movement occurs due to stress drop  In repetitions, the sliding occurs when stress is recharged, followed by another instability  Essentially, in such systems where sliding occurs due to instability, such frictional behavior is called ‘regular stick-slip’. 13
  • 14. Conti… 14 Figure 11: Force-displacement diagram Figure 10: Block slider model
  • 15. Conti…  Condition for instability, │ 𝑑𝐹 𝑑𝑢 │ > K  Coulomb proposed that the static friction coefficient must exceed the dynamic coefficient of friction for the unstable sliding  Robanowicz said if two surfaces are kept stationary, given the load for time t, the static friction coefficient increases with log t  Robanowicz proposed Critical distance Dc, when friction value is changed from one value to other, the instability is given by, µ 𝑠 − µ 𝑑 𝐷 𝑐 > K 15
  • 16. Rate and state friction  Time and velocity both are important aspects for friction  An increase of ∆µ 𝑠 upon the initiation of sliding, followed by previous decay of steady- state value, the effect is called ‘healing’  As Deiterich-Ruina stated that friction depends on instantaneous sliding velocity V and time-dependent variable θ  µ = µ (V, θ) = µ0 + a* ln 𝑉 𝑉0 + b* ln 𝑉0∗𝜃 𝐷 𝑐 where, 𝜃 = 1 - 𝑉∗𝜃 𝐷 𝑐 16
  • 17. Conti… 17 Figure 12(A): Static-dynamic model Figure 12(B): Slip weakening Figure 12(C): Deiterich-Ruina friction model
  • 18. Conti…  (A) for shear stress, τ = µ*σ, where µ is coefficient of friction and σ is normal stress  (B) shear stress is the decreasing function of slip un to 𝐷𝑐 and then remain at constant stress, most common way is ‘piece-wise linear’  Alternative law is Stribeck-curve, depending on a single quantity yet pure velocity dependence fails to give the stress drop at particular point  Aging law for healing and slip law for rapid change in slip are combined for proper result 18
  • 19. Conti…  The friction at steady state velocity, µ 𝑠𝑠 = µ0 + (a-b) * ln 𝑉 𝑉0 if µ 𝑑 is defined as µ 𝑠𝑠 at velocity V, then 𝑑µ 𝑑 𝑑 ln 𝑉 = a-b In the static case when θ = t, so for long hold times 𝑑µ 𝑠 𝑑(ln 𝑡) = b the friction jump of the direct effect is given by ∆µ = a* ln 𝑉2 𝑉1 19
  • 20. A and B parameters Seismogenic layer If a > b, rate strengthening If a < b, rate weakening 20 Figure 13: Parameters A and B effect in generation of earthquake
  • 21. References  STICK-SLIP INSTABILITIES AND SHEAR STRAIN LOCALIZATION IN AMORPHOUS MATERIALS EG Daub, JM Carlson - Physical Review E, 2009  AFTERSLIP AND AFTERSHOCKS IN THE RATE‐AND‐STATE FRICTION LAW A Helmstetter, BE Shaw - Journal of Geophysical Research: Solid Earth, 2009  SOURCE SCALING PROPERTIES FROM FINITE-FAULT-RUPTURE MODELS PM Mai, GC Beroza - Bulletin of the Seismological Society of America, 2000  THE DYNAMIC ANALYSIS OF STICK-SLIP MOTION C Gao, D Kuhlmann-Wilsdorf, DD Makel - Wear, 1994  [HTML] TOWARDS A UNIVERSAL RULE ON THE RECURRENCE INTERVAL SCALING OF REPEATING EARTHQUAKES? KH Chen, RM Nadeau, RJ Rau - Geophysical Research Letters, 2007  [PDF] SEMINAR ON B-VALUE O Kulhanek - Dept. of Geophysics, Charles University, Prague, 2005 21
  • 22. References  NONLINEAR STRAIN BUILDUP AND THE EARTHQUAKE CYCLE ON THE SAN ANDREAS FAULT W Thatcher - Journal of Geophysical Research: Solid Earth, 1983  THEORETICAL AND QUANTITATIVE ANALYSES OF THE FAULT SLIP RATE UNCERTAINTIES FROM SINGLE EVENT AND EROSION OF THE ACCUMULATED OFFSET Z Ren, Z Zhang, T Chen, W Wang - Island Arc, 2013  ON THE VARIATION OF B-VALUES WITH EARTHQUAKE SIZE EA Okal, BA Romanowicz - Physics of the Earth and Planetary Interiors, 1994  SOURCE MECHANISMS OF EARTHQUAKES: THEORY AND PRACTICE A Udías, R Madariaga, E Buforn - 2014  “THE MECHANICS OF EARTHQUAKES AND FAULTING-” BY CHRISTOPHER H. SCHOLZ RA Harris - Seismological Research Letters, 2003 22