5 Deltaic 3 - MIT OpenCourseWare · 2.5 3.0 3.5 e o c c k = 0.5 e o k c k = 1/3 e o c k = de / d...

2
2 2 2.3 2.1 1.9 1.7 1.5 Permeability k, m/s log k (m/s) 1.3 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 1.1 10 1 10 -10 10 -9 10 -8 10 2 10 3 3 3 4 4 5 e - lg k 5 6 7 89 6 7 89 v σ' ,kPa log σ' vc (kPa) 1g = log 10 e - lg σ` v σ` vo σ` p The e vs. lg σ` v and e vs. lg k relationships from a typical OEDK test on Louiseville clay. Void Ratio, α 1.75 1.50 1.25 1.00 0.75 0.50 0.25 0 0 0.5 1.0 1.5 2.0 Relation between the permeability change index C k and e o for all clays tested. Adapted from Tavenas et al. (1983). "The Permeability of Natural Salt Clays: Parts I & II." CGJ 20(4), 629-668 2.5 3.0 3.5 e o c k = 0.5 e o c k c k = 1/3 e o c k = de / d log k e o ~ ~ 1 2 1 3 - ( ) Champlain clays Other Canadian clays Other clays r k = 1.5 Deltaic r k = 1 Atchafalaya Comparison of vertical and horizontal permeabilities in intact natural clays. For marine clays (mostly Canada) Typical r k = k h /k v = 1.0 - 1.5 10 -8 10 -9 10 -10 10 -9 10 -8 10 -8 10 -7 10 -6 10 -10 9 8 7 6 5 4 3 2 9 8 7 6 5 4 3 2 2 3 4 5 6789 2 3 4 5 6789 K ho , cm/sec m/s K vo , m/s k v = 10 cm/sec x 5 10 -8 + Champlain clays Other Canadian clays Other clays φ 50 mm triaxial tests

Transcript of 5 Deltaic 3 - MIT OpenCourseWare · 2.5 3.0 3.5 e o c c k = 0.5 e o k c k = 1/3 e o c k = de / d...

Page 1: 5 Deltaic 3 - MIT OpenCourseWare · 2.5 3.0 3.5 e o c c k = 0.5 e o k c k = 1/3 e o c k = de / d log k ~~ 1 e o 2 1 3 (-) Champlain clays Other Canadian clays Other clays rk = 1.5

2 22.3

2.1

1.9

1.7

1.5

Permeability k, m/s log k (m/s)

1.3

2 23 34 45 56 67 78 89 91.1

101

10-10 10-9 10-8

102 1033 34 45

e - lg k

5 6 7 8 96 7 8 9

vσ' ,kPa log σ'vc (kPa)

1g = log10

e - lg σv̀

σv̀o

σp̀

The e vs. lg σv̀ and e vs. lg k relationships from a typical OEDK test on Louiseville clay.

Voi

d Ra

tio, α

1.75

1.50

1.25

1.00

0.75

0.50

0.25

00 0.5 1.0 1.5 2.0

Relation between the permeability change index Ck and eo for all clays tested.Adapted from Tavenas et al. (1983). "The Permeability of Natural Salt Clays: Parts I & II." CGJ 20(4), 629-668

2.5 3.0 3.5eo

ck = 0.5 eoc k

ck = 1/3 eo

ck = de / d log k eo~~ 12

13

-( )

Champlain claysOther Canadian claysOther clays

rk = 1.5

Deltaic

rk = 1

Atchafalaya

Comparison of vertical and horizontal permeabilities in intact natural clays.

For marine clays (mostly Canada) Typical rk= kh/kv = 1.0 - 1.5

10-8

10-9

10-10

10-9 10-8

10-8

10-7

10-6

10-10

987654

3

2

98765

4

3

2

2 3 4 5 6 7 8 9 2 3 4 5 6 7 8 9

Kho,

cm/se

c

m/s

Kvo

,m/s

kv = 10 cm/secx5 10-8+

Champlain claysOther Canadian claysOther claysφ 50 mm triaxial tests

Page 2: 5 Deltaic 3 - MIT OpenCourseWare · 2.5 3.0 3.5 e o c c k = 0.5 e o k c k = 1/3 e o c k = de / d log k ~~ 1 e o 2 1 3 (-) Champlain clays Other Canadian clays Other clays rk = 1.5

10-4

10-5

10-6

10-7

10-8

10-910

120

110

S = 100%

100

9010 15 20 2515

Molding Water Content (%) Molding Water Content (%)

Con

duct

ivity

(cm

/s)

(for

S =

100

%)

Dry

Uni

t Wei

ght (

pcf)

Vicksburg Silty Clay: WL = 37, WP = 23 & IP = 14

2520

WoptHigh Effort

High

Medium

Low Compactive Effort

Kneading Compection

Data from Mitchell et al. ASCE, JSMFD 91(4). (1965) for Silty Clay Compacted with Impact Compaction: (a) Hydraulic Conductivity versus Molding Water Content; (b) Compection Curve (1 pct = 0.157 kN/m3)

Adapted from Daniel & Benson (1990), ASCE JGE 116(12)

Medium

Low

a b


n p i a l kμ d o f g [ Z l b p i ^ L k Zμ l f k m 2020 · 2020. 11. 27. · F n p ` g p l \ ^ (1) 6 B l f n gμ ^ n o b n o k r b f l w o b l kμ b \ k o k p« p» o d m O ^ iμ

n p i a l kμ d o f g [ Z l b p i ^ L k Zμ l f k m 2020 · 2020. 11. 27. · F n p ` g p l \ ^ (1) 6 B l f n gμ ^ n o b n o k r b f l w o b l kμ b \ k o k p« p» o d m O ^ iμ

MCE0858 ESTUDO DO ESCOAMENTO TURBULENTO DE UM MODELO K- ε DE UM … · turbulento, utilizando o modelo de turbulência k-ε e o modelo de um fluido não newtoniano de Herschel-Bulkley,

MCE0858 ESTUDO DO ESCOAMENTO TURBULENTO DE UM MODELO K- ε DE UM … · turbulento, utilizando o modelo de turbulência k-ε e o modelo de um fluido não newtoniano de Herschel-Bulkley,

CO2 H 2 g) CO( ) H O( ) Substance · PDF fileΔG 310 K ΔH 310 K T ΔS 310 K 911.0 kJ mol 310 K 3.12 J K mol 910.0 kJ mol ... CP R ln T T0 b. Using the result from part ... G S T P

CO2 H 2 g) CO( ) H O( ) Substance · PDF fileΔG 310 K ΔH 310 K T ΔS 310 K 911.0 kJ mol 310 K 3.12 J K mol 910.0 kJ mol ... CP R ln T T0 b. Using the result from part ... G S T P

COLLOIDAL PHOTONIC CRYSTALS AND e SUPERLATTICES FOR … annual 07/Clays.… · Overview: • Introduction to Photonic Crystals and colloidal PC’s • Photonic heterostructures:

COLLOIDAL PHOTONIC CRYSTALS AND e SUPERLATTICES FOR … annual 07/Clays.… · Overview: • Introduction to Photonic Crystals and colloidal PC’s • Photonic heterostructures:

ηΦάρις - You are welcome @ M i c r o - K o s m o smicro-kosmos.uoa.gr/faris/pdf/faris_51_apr_2010.pdf · 2012. 4. 7. · μεγάλο κοφίνι, όπου έβαζε μέσα

ηΦάρις - You are welcome @ M i c r o - K o s m o smicro-kosmos.uoa.gr/faris/pdf/faris_51_apr_2010.pdf · 2012. 4. 7. · μεγάλο κοφίνι, όπου έβαζε μέσα

W E L C O M E T O | W E L K O M B Y | W A M K E L E K I L E K W I … · 2020. 1. 17. · Hi all, my name is Ubaid Toefy, and I am your Sports and Safety HK for 2020. My role is to

W E L C O M E T O | W E L K O M B Y | W A M K E L E K I L E K W I … · 2020. 1. 17. · Hi all, my name is Ubaid Toefy, and I am your Sports and Safety HK for 2020. My role is to

N B O G > Y I I M K - cea.org.cy€¦ · ' d k g = \ m d i b h r o m k g h _ b k d j b o x r g h _ a b i r \ m b k z o @ b g = " v o [ p d = k = k b c p g j x k n d @ c k b k z o

N B O G > Y I I M K - cea.org.cy€¦ · ' d k g = \ m d i b h r o m k g h _ b k d j b o x r g h _ a b i r \ m b k z o @ b g = " v o [ p d = k = k b c p g j x k n d @ c k b k z o

G = R D K S N B O > M I [ R M S # B Y R O M S · - s k m j g i m ` k j b r m k p s @ @ o = t z = h = g r m h m g k _ ã Y I R B O + M ` V K B O á M J _ R G J M Q H = E D @ D R [

G = R D K S N B O > M I [ R M S # B Y R O M S · - s k m j g i m ` k j b r m k p s @ @ o = t z = h = g r m h m g k _ ã Y I R B O + M ` V K B O á M J _ R G J M Q H = E D @ D R [

ηΦάρις - You are welcome @ M i c r o - K o s m o smicro-kosmos.uoa.gr/faris/pdf/faris_52_ioul_2010.pdf1995), σ. 9-23· το ίδιο στα ελληνικά, "Iστορική

ηΦάρις - You are welcome @ M i c r o - K o s m o smicro-kosmos.uoa.gr/faris/pdf/faris_52_ioul_2010.pdf1995), σ. 9-23· το ίδιο στα ελληνικά, "Iστορική

π Δ g o k n o ^ μ a f g o x t n. K f ^ π ^ i Y h n o k Twitterusers.uoa.gr/~gmikros/Pdf/The Cypriot dialect in social media.pdf · π p Y l f eμ ( g k f i t i f k) h t n n k

π Δ g o k n o ^ μ a f g o x t n. K f ^ π ^ i Y h n o k Twitterusers.uoa.gr/~gmikros/Pdf/The Cypriot dialect in social media.pdf · π p Y l f eμ ( g k f i t i f k) h t n n k

D. K. Hauck, N. O. Cetiner, T. Daubenspeck and K. Ünlü

D. K. Hauck, N. O. Cetiner, T. Daubenspeck and K. Ünlü

p í 3 ò X k - transgenic.co.jp · Ä J ò . V 4 i ¥ p í 3 ò X k V ¥ T u - g Ô O m ç { æ ù L < · ¸ Õ b ª þ Í ¤ O T Ç y õ ] ì k z k U T

p í 3 ò X k - transgenic.co.jp · Ä J ò . V 4 i ¥ p í 3 ò X k V ¥ T u - g Ô O m ç { æ ù L < · ¸ Õ b ª þ Í ¤ O T Ç y õ ] ì k z k U T

CONTROL SYSTEMS ENGINEERING - wiley.com · PDF fileBlock Diagram Parameters V n K K a R J D K K N N N J D K K K a K a K. ooo o oo o oo o th Library of Congress Cataloging-in-Publication

CONTROL SYSTEMS ENGINEERING - wiley.com · PDF fileBlock Diagram Parameters V n K K a R J D K K N N N J D K K K a K a K. ooo o oo o oo o th Library of Congress Cataloging-in-Publication

M o c k i n g b ird -Ro λ α ISEO Φ U

M o c k i n g b ird -Ro λ α ISEO Φ U

T U R K I S H C Y P R I O T " I S O L A T I O N" P I O D E V E L O P M E N T

T U R K I S H C Y P R I O T " I S O L A T I O N" P I O D E V E L O P M E N T

Profiling Overconsolidation Ratio in Clays by Piezocone …geosystems.ce.gatech.edu/Faculty/Mayne/papers/Profiling OCR by In... · Profiling Overconsolidation Ratio in Clays by Piezocone

Profiling Overconsolidation Ratio in Clays by Piezocone …geosystems.ce.gatech.edu/Faculty/Mayne/papers/Profiling OCR by In... · Profiling Overconsolidation Ratio in Clays by Piezocone

Modeling IBD for Pairs of Relativescsg.sph.umich.edu/abecasis/class/666.17.pdfIBD IBD O IBD MZ IBD IBD O IBD MZ K K K K K λ λ λ λ λ zModel ignores contribution of other genes

Modeling IBD for Pairs of Relativescsg.sph.umich.edu/abecasis/class/666.17.pdfIBD IBD O IBD MZ IBD IBD O IBD MZ K K K K K λ λ λ λ λ zModel ignores contribution of other genes

Una nuova trasformazione: lomotetia 1 Dati un punto O del piano α e un numero reale k 0, si dice omotetia di centro O e rapporto k la trasformazione del.

Una nuova trasformazione: lomotetia 1 Dati un punto O del piano α e un numero reale k 0, si dice omotetia di centro O e rapporto k la trasformazione del.

B I O Γ P A Φ I K O Σ H M E I Ω M A...B I O Γ P A Φ I K O Σ H M E I Ω M A ΜΑΪΟΣ2019 Δήμητρα Χατζησάββα - Αρχιτέκτων Μηχανικός ΑΠΘ,

B I O Γ P A Φ I K O Σ H M E I Ω M A...B I O Γ P A Φ I K O Σ H M E I Ω M A ΜΑΪΟΣ2019 Δήμητρα Χατζησάββα - Αρχιτέκτων Μηχανικός ΑΠΘ,

a k p S ` b fμ g w m b f o k p l ` w m k p · PDF fileΑ NΑ Ε Ε RΑ R Ω, OΑΑΓΑ, RΑ ΩΑ Ε Α OΓ R S J J F PΑ Επ l r f ^ g w Γ q b \ k O Y q k (8 .Ε/ J) Α k o f g

a k p S ` b fμ g w m b f o k p l ` w m k p · PDF fileΑ NΑ Ε Ε RΑ R Ω, OΑΑΓΑ, RΑ ΩΑ Ε Α OΓ R S J J F PΑ Επ l r f ^ g w Γ q b \ k O Y q k (8 .Ε/ J) Α k o f g