Influence of specimen uniformity on mechanical behaviour of unsaturated soil

Pressure plate instrument is employed during drying, and unconfined compressive strength test is performed on the unsaturated specimen. Curves of shear force versus shear displacement, and curves of saturation degree versus time are investigated. The results show that the specimens with similar curv...

Full description

Saved in:
Bibliographic Details
Published inJournal of Central South University Vol. 21; no. 3; pp. 1197 - 1205
Main Authors Yang, Gang, Yang, Qing, Zhang, Jin-li
Format Journal Article
LanguageEnglish
Published Heidelberg Central South University 01.03.2014
Subjects
Online AccessGet full text
ISSN2095-2899
2227-5223
DOI10.1007/s11771-014-2054-9

Cover

Abstract Pressure plate instrument is employed during drying, and unconfined compressive strength test is performed on the unsaturated specimen. Curves of shear force versus shear displacement, and curves of saturation degree versus time are investigated. The results show that the specimens with similar curves of saturation degree versus time have nearly identical mechanical behavior. In particular, the uniform specimens should be chosen within the lower equilibrium saturation degree because steady test results are presented. Further, the conclusion is verified by the repeated test. Thus, the method for distinguishing the uniform unsaturated specimen is obtained. In the light of the method, an improved test process is proposed. The uniform specimens should be chosen by this method under the specific matric suction, and then shear tests are carried out on the chosen unsaturated specimen. Namely, initial value of unsaturated soil is not zero matric suction but a specific suction.
AbstractList Pressure plate instrument is employed during drying, and unconfined compressive strength test is performed on the unsaturated specimen. Curves of shear force versus shear displacement, and curves of saturation degree versus time are investigated. The results show that the specimens with similar curves of saturation degree versus time have nearly identical mechanical behavior. In particular, the uniform specimens should be chosen within the lower equilibrium saturation degree because steady test results are presented. Further, the conclusion is verified by the repeated test. Thus, the method for distinguishing the uniform unsaturated specimen is obtained. In the light of the method, an improved test process is proposed. The uniform specimens should be chosen by this method under the specific matric suction, and then shear tests are carried out on the chosen unsaturated specimen. Namely, initial value of unsaturated soil is not zero matric suction but a specific suction.
Author Zhang, Jin-li
Yang, Qing
Yang, Gang
Author_xml – sequence: 1
  givenname: Gang
  surname: Yang
  fullname: Yang, Gang
  email: qyang@dlut.edu.cn
  organization: Institute of Geotechnical Engineering, Dalian University of Technology
– sequence: 2
  givenname: Qing
  surname: Yang
  fullname: Yang, Qing
  organization: Institute of Geotechnical Engineering, Dalian University of Technology
– sequence: 3
  givenname: Jin-li
  surname: Zhang
  fullname: Zhang, Jin-li
  organization: Institute of Geotechnical Engineering, Dalian University of Technology
BookMark eNp9kMtOwzAQRS1UJErpB7DzDxj8iOPMElU8KlViA2vLdm1qlNiVnSD170lV1qxmFvdczZxbtEg5eYTuGX1glKrHyphSjFDWEE5lQ-AKLTnnikjOxWLeKUjCO4AbtK41WioYb0UL7RLttin0k0_O4xxwPXoXB5_wlGLIZYjjCeeEB-8OJkVnemz9wfzEPJVzfErVjFMxo9_jmmN_h66D6atf_80V-nx5_ti8kd3763bztCNOUD4SK4WiQXVetsZSyzrggYF1ELoOGmubPYAEpkAaK5WHwMK-Ex20ojGto0asELv0upJrLT7oY4mDKSfNqD4b0Rcjejaiz0Y0zAy_MHXOpi9f9Pf8RZrP_Af6BfTGZhk
Cites_doi 10.1007/s11771-009-0136-x
10.1680/geot.1999.49.2.143
10.1023/A:1006590500229
10.3208/sandf1972.28.4_107
10.1061/40510(287)8
10.1680/geot.2003.53.1.41
10.1139/t00-026
10.1139/t01-014
10.1139/t02-056
10.3208/sandf.47.253
10.3208/sandf.50.161
10.1061/(ASCE)1090-0241(2005)131:5(654)
10.1061/(ASCE)GT.1943-5606.0000348
10.1680/geot.2002.52.4.269
10.1017/S0021859600007838
10.2136/sssaj1981.03615995004500060004x
10.1016/j.compgeo.2008.08.001
10.1061/(ASCE)IR.1943-4774.0000371
10.1520/GTJ11108J
10.1061/JSFEAQ.0000753
10.1520/GTJ101373
10.1520/GTJ103529
ContentType Journal Article
Copyright Central South University Press and Springer-Verlag Berlin Heidelberg 2014
Copyright_xml – notice: Central South University Press and Springer-Verlag Berlin Heidelberg 2014
DBID AAYXX
CITATION
DOI 10.1007/s11771-014-2054-9
DatabaseName CrossRef
DatabaseTitle CrossRef
DatabaseTitleList
DeliveryMethod fulltext_linktorsrc
Discipline Engineering
EISSN 2227-5223
EndPage 1205
ExternalDocumentID 10_1007_s11771_014_2054_9
GroupedDBID -03
-0C
-EM
-SC
-S~
.VR
06D
0R~
29~
2B.
2C0
2J2
2JN
2JY
2KG
2KM
2LR
30V
4.4
406
408
40E
5VR
5VS
8UJ
92H
92I
92M
92R
93N
95-
95.
95~
96X
9D9
9DC
AABHQ
AACDK
AAHNG
AAIAL
AAJBT
AAJKR
AANZL
AARHV
AARTL
AASML
AATNV
AATVU
AAUYE
AAWCG
AAXDM
AAYIU
AAYQN
AAYTO
AAYZH
ABAKF
ABDZT
ABECU
ABFTV
ABHQN
ABJNI
ABJOX
ABKCH
ABMQK
ABNWP
ABQBU
ABSXP
ABTEG
ABTHY
ABTKH
ABTMW
ABWNU
ABXPI
ACAOD
ACBXY
ACDTI
ACGFS
ACHSB
ACHXU
ACIWK
ACKNC
ACMDZ
ACMLO
ACOKC
ACPIV
ACSNA
ACZOJ
ADHIR
ADINQ
ADKNI
ADKPE
ADRFC
ADTPH
ADURQ
ADYFF
ADZKW
AEBTG
AEFQL
AEGNC
AEJHL
AEJRE
AEKMD
AEMSY
AENEX
AEOHA
AEPYU
AESKC
AETLH
AEVLU
AEXYK
AFBBN
AFLOW
AFQWF
AFUIB
AFZKB
AGAYW
AGDGC
AGJBK
AGMZJ
AGQEE
AGQMX
AGRTI
AGWIL
AGWZB
AGYKE
AHBYD
AHKAY
AHSBF
AHYZX
AIAKS
AIGIU
AIIXL
AILAN
AITGF
AJBLW
AJRNO
ALMA_UNASSIGNED_HOLDINGS
ALWAN
AMKLP
AMXSW
AMYLF
AOCGG
ARCEE
ARMRJ
AXYYD
B-.
BA0
BDATZ
BGNMA
CAJEC
CCEZO
CEKLB
CHBEP
CSCUP
DDRTE
DNIVK
DPUIP
EBLON
EBS
EIOEI
EJD
ESBYG
FA0
FERAY
FFXSO
FIGPU
FINBP
FNLPD
FRRFC
FSGXE
FWDCC
GGCAI
GGRSB
GJIRD
GNWQR
GQ6
GQ7
HF~
HG6
HMJXF
HRMNR
IKXTQ
IWAJR
IXD
I~Z
J-C
JBSCW
JUIAU
JZLTJ
KOV
LLZTM
M4Y
MA-
NPVJJ
NQJWS
NU0
O9J
PF0
PT4
Q--
Q-2
R-C
R89
ROL
RPX
RSV
RT3
S16
S3B
SAP
SCL
SCLPG
SDH
SEG
SHX
SISQX
SJYHP
SNE
SNPRN
SNX
SOHCF
SOJ
SPISZ
SRMVM
SSLCW
STPWE
SZN
T8S
TCJ
TGT
TSG
TUC
U1F
U1G
U2A
U5C
U5M
UG4
UOJIU
UTJUX
UZXMN
VC2
VFIZW
W48
YLTOR
Z7R
Z7V
Z7X
Z7Y
Z7Z
Z81
Z83
Z85
Z88
ZMTXR
~A9
AAPKM
AAYXX
ABBRH
ABDBE
ABFSG
ABRTQ
ACSTC
AEZWR
AFDZB
AFHIU
AFOHR
AHPBZ
AHWEU
AIXLP
ATHPR
AYFIA
CITATION
ID FETCH-LOGICAL-c302t-b5370f78e56ab0b1892f19bc9f8894bb4d99591795ab57e9f1fd8389634a6c0a3
IEDL.DBID AGYKE
ISSN 2095-2899
IngestDate Wed Oct 01 04:10:36 EDT 2025
Fri Feb 21 02:27:53 EST 2025
IsPeerReviewed true
IsScholarly true
Issue 3
Keywords unsaturated soil
uniformity
pore structure
saturation degree
remolded specimen
Language English
License http://www.springer.com/tdm
LinkModel DirectLink
MergedId FETCHMERGED-LOGICAL-c302t-b5370f78e56ab0b1892f19bc9f8894bb4d99591795ab57e9f1fd8389634a6c0a3
PageCount 9
ParticipantIDs crossref_primary_10_1007_s11771_014_2054_9
springer_journals_10_1007_s11771_014_2054_9
ProviderPackageCode CITATION
AAYXX
PublicationCentury 2000
PublicationDate 2014-03-01
PublicationDateYYYYMMDD 2014-03-01
PublicationDate_xml – month: 03
  year: 2014
  text: 2014-03-01
  day: 01
PublicationDecade 2010
PublicationPlace Heidelberg
PublicationPlace_xml – name: Heidelberg
PublicationSubtitle Science & Technology of Mining and Metallurgy
PublicationTitle Journal of Central South University
PublicationTitleAbbrev J. Cent. South Univ
PublicationYear 2014
Publisher Central South University
Publisher_xml – name: Central South University
References Kuerbis, Vaid (CR1) 1988; 28
Zhang, Li (CR8) 2010; 136
Wheeler, Sharma, Buisson (CR26) 2003; 53
Wang, Luma, Stephenson (CR6) 2011; 34
Sharma (CR23) 1998
Malaya, Sreedeep (CR11) 2012; 138
Fredlund, Rahardjo (CR2) 1993
Paul, Yanful (CR7) 2001; 38
Nuch, Laloui (CR9) 2008; 35
Gallage, Uchimura (CR15) 2010; 50
Blatz, Graham, Chandler (CR14) 2002; 39
Arya, Paria (CR18) 1981; 45
Simms, Yanful (CR19) 2002; 52
Fisher (CR25) 1926; 16
Sharma, Wheeler (CR24) 2000
Olson, Langfelder (CR12) 1965; 91
Zhang (CR29) 2003
Marinho, Stuermer (CR13) 2000
Marinho (CR22) 2005; 131
Fredlund (CR21) 2000; 37
Berkowitz, Ewing (CR20) 1998; 19
Ladd (CR27) 1974; 100
Khalili, Wijewickreme (CR5) 2008; 31
Jotisankasa, Vathananukij, Coop (CR30) 2010
Jang, Frost (CR3) 1998
Sun, Cui, Matsuoka (CR17) 2007; 7
Sivakumar (CR28) 1993
Frost, Park (CR4) 2003; 26
Ye, Wan, Chen, Chen, Cui, Wang (CR10) 2009; 16
Vanapalli, Fredlund, Pufahl (CR16) 1999; 49
R S Sharma (2054_CR23) 1998
D A Sun (2054_CR17) 2007; 7
M Nuch (2054_CR9) 2008; 35
S K Vanapalli (2054_CR16) 1999; 49
C Malaya (2054_CR11) 2012; 138
S J Wheeler (2054_CR26) 2003; 53
D G Fredlund (2054_CR21) 2000; 37
W-m Ye (2054_CR10) 2009; 16
F A M Marinho (2054_CR22) 2005; 131
R E Olson (2054_CR12) 1965; 91
A Jotisankasa (2054_CR30) 2010
C P K Gallage (2054_CR15) 2010; 50
L M Arya (2054_CR18) 1981; 45
D G Fredlund (2054_CR2) 1993
J A Blatz (2054_CR14) 2002; 39
H S Paul (2054_CR7) 2001; 38
R H Kuerbis (2054_CR1) 1988; 28
L-tong Zhang (2054_CR29) 2003
B Berkowitz (2054_CR20) 1998; 19
V Sivakumar (2054_CR28) 1993
A Khalili (2054_CR5) 2008; 31
L Zhang (2054_CR8) 2010; 136
R A Fisher (2054_CR25) 1926; 16
F A M Marinho (2054_CR13) 2000
R S Sharma (2054_CR24) 2000
D J Jang (2054_CR3) 1998
J D Frost (2054_CR4) 2003; 26
S Y Wang (2054_CR6) 2011; 34
P H Simms (2054_CR19) 2002; 52
R S Ladd (2054_CR27) 1974; 100
References_xml – volume: 34
  start-page: 288
  issue: 4
  year: 2011
  end-page: 296
  ident: CR6
  article-title: A slurry consolidation approach to reconsititute low-plasticity silt specimens for laboratory triaxial testing [J]
  publication-title: Geotechnical Testing Journal
– volume: 16
  start-page: 821
  issue: 5
  year: 2009
  end-page: 826
  ident: CR10
  article-title: Effect of temperature on soil-water characteristics and hysteresis of compacted Gaomiaozi bentonite [J]
  publication-title: Journal of Central South University of Technology
  doi: 10.1007/s11771-009-0136-x
– volume: 49
  start-page: 143
  issue: 2
  year: 1999
  end-page: 159
  ident: CR16
  article-title: The influence of soil structure and stress history on the soil-water characteristics of a compacted till [J]
  publication-title: Geotechnique
  doi: 10.1680/geot.1999.49.2.143
– volume: 19
  start-page: 23
  issue: 1
  year: 1998
  end-page: 72
  ident: CR20
  article-title: Percolation theory and net work modeling applications in soil physics [J]
  publication-title: Surveys Geophys
  doi: 10.1023/A:1006590500229
– volume: 28
  start-page: 107
  issue: 4
  year: 1988
  end-page: 118
  ident: CR1
  article-title: Sand sample preparation-The slurry deposition method [J]
  publication-title: Soils Found
  doi: 10.3208/sandf1972.28.4_107
– volume: 100
  start-page: 118
  issue: 10
  year: 1974
  end-page: 184
  ident: CR27
  article-title: Specimen preparation and liquefaction of sands [J]
  publication-title: Journal of Geotechnical Engineering Division (ASCE)
– start-page: 125
  year: 2000
  end-page: 141
  ident: CR13
  article-title: The influence of the compaction energy on the SWCC of a residual soil [C]
  publication-title: GeoDenver 2000 Advances in Unsaturated Geotechnics
  doi: 10.1061/40510(287)8
– volume: 53
  start-page: 41
  issue: 1
  year: 2003
  end-page: 54
  ident: CR26
  article-title: Coupling of hydraulic hysteresis and stress-strain behaviour in unsaturated soils [J]
  publication-title: Geotechnique
  doi: 10.1680/geot.2003.53.1.41
– volume: 37
  start-page: 963
  issue: 5
  year: 2000
  end-page: 986
  ident: CR21
  article-title: The 1999 R.M. Hardy Lecture: The implementation of unsaturated soil mechanics into geotechnical engineering [J]
  publication-title: Canadian Geotechnical Journal
  doi: 10.1139/t00-026
– year: 1993
  ident: CR28
  publication-title: A critical state framework for unsaturated soils [D]
– volume: 38
  start-page: 741
  issue: 4
  year: 2001
  end-page: 754
  ident: CR7
  article-title: Measurement and estimation of pore shrinkage and pore distribution in a clayey till during soil-water characteristic curve tests [J]
  publication-title: Canadian Geotechnical Journal
  doi: 10.1139/t01-014
– year: 1998
  ident: CR23
  publication-title: Mechanical behaviour of unsaturated highly expansive clays [D]
– start-page: 721
  year: 2000
  end-page: 726
  ident: CR24
  article-title: Behaviour of an unsaturated highly expansive clay during cycles of wetting and drying [C]
  publication-title: Proceedings Asian conference on unsaturated soils
– start-page: 263
  year: 2010
  end-page: 268
  ident: CR30
  article-title: Soil-water retention curves of some silty soils and their relations to fabrics [C]
  publication-title: 4th Asia Pacific Conference on Unsaturated Soils
– volume: 39
  start-page: 1005
  issue: 5
  year: 2002
  end-page: 1015
  ident: CR14
  article-title: Influence of suction on the strength and stiffness of compacted sand-bentonite [J]
  publication-title: Canadian Geotechnical Journal
  doi: 10.1139/t02-056
– volume: 7
  start-page: 253
  issue: 2
  year: 2007
  end-page: 264
  ident: CR17
  article-title: A three-dimensional elastoplastic model for unsaturated compacted soils with hydraulic hysteresis [J]
  publication-title: Soils and Foundations
  doi: 10.3208/sandf.47.253
– volume: 50
  start-page: 161
  issue: 1
  year: 2010
  end-page: 172
  ident: CR15
  article-title: Effects of dry density and grain size distribution on soil-water characteristic curves of sandy soils [J]
  publication-title: Soil Found
  doi: 10.3208/sandf.50.161
– volume: 131
  start-page: 654
  issue: 5
  year: 2005
  end-page: 661
  ident: CR22
  article-title: Nature of soil-water characteristic curve for plastic soils [J]
  publication-title: Journal of Geotechnical and Geoenvironmental Engineering
  doi: 10.1061/(ASCE)1090-0241(2005)131:5(654)
– volume: 136
  start-page: 1425
  issue: 10
  year: 2010
  end-page: 1436
  ident: CR8
  article-title: Microporosity structure of coarse granular soils [J]
  publication-title: Journal of Geotechnical and Geoenvironmental Engineering
  doi: 10.1061/(ASCE)GT.1943-5606.0000348
– volume: 52
  start-page: 269
  issue: 4
  year: 2002
  end-page: 278
  ident: CR19
  article-title: Predicting soil-water characteristic curves of compacted plastic soils from measured pore-size distributions [J]
  publication-title: Geotechnique
  doi: 10.1680/geot.2002.52.4.269
– volume: 16
  start-page: 492
  year: 1926
  end-page: 505
  ident: CR25
  article-title: On the capillary forces in an ideal soil: Correction of formulars by W.B. Haines [J]
  publication-title: Journal of agricultural science
  doi: 10.1017/S0021859600007838
– volume: 45
  start-page: 1023
  issue: 6
  year: 1981
  end-page: 1030
  ident: CR18
  article-title: A physico-empirical model to predict the soil moisture characteristic from particle size distribution and bulk density data [J]
  publication-title: Soil Science Society of America Journal
  doi: 10.2136/sssaj1981.03615995004500060004x
– volume: 35
  start-page: 835
  issue: 6
  year: 2008
  end-page: 844
  ident: CR9
  article-title: Advances in modeling hysteresis water retention curve in deformable soils [J]
  publication-title: Computers and Geotechnics
  doi: 10.1016/j.compgeo.2008.08.001
– volume: 138
  start-page: 55
  issue: 1
  year: 2012
  end-page: 62
  ident: CR11
  article-title: Critical review on the parameters influencing soil-water characteristic curve [J]
  publication-title: Journal of Irrigation and Drainage Engineering (ASCE)
  doi: 10.1061/(ASCE)IR.1943-4774.0000371
– volume: 31
  start-page: 424
  issue: 5
  year: 2008
  end-page: 432
  ident: CR5
  article-title: New slurry displacement method for reconstitution of highly gap-graded specimens for laboratory element testing [J]
  publication-title: Geotechnical Testing Journal
– volume: 91
  start-page: 127
  issue: 4
  year: 1965
  end-page: 150
  ident: CR12
  article-title: Pore water pressures in unsaturated soils [J]
  publication-title: Journal of Soil Mechanics and Foundations Division (ASCE)
– start-page: 234
  year: 1998
  end-page: 245
  ident: CR3
  article-title: Sand structure differences resulting from specimen preparation procedures [C]
  publication-title: Proceedings of ASCE Specialty Conference on Geotechnical Earthquake Engineering and Soil Dynamics
– year: 2003
  ident: CR29
  publication-title: Field and laboratory study of an unsaturated expansive soil associated with rain-induces slope instability [D]
– start-page: 225
  year: 1993
  end-page: 227
  ident: CR2
  article-title: Soil mechanics for unsaturated soils [M]
  publication-title: New York: John Wiley & Sons
– volume: 26
  start-page: 57
  issue: 1
  year: 2003
  end-page: 70
  ident: CR4
  article-title: A critical assessment of the moist tamping technique [J]
  publication-title: Geotechnical Testing Journal
– start-page: 125
  volume-title: GeoDenver 2000 Advances in Unsaturated Geotechnics
  year: 2000
  ident: 2054_CR13
  doi: 10.1061/40510(287)8
– volume-title: Mechanical behaviour of unsaturated highly expansive clays [D]
  year: 1998
  ident: 2054_CR23
– volume: 26
  start-page: 57
  issue: 1
  year: 2003
  ident: 2054_CR4
  publication-title: Geotechnical Testing Journal
  doi: 10.1520/GTJ11108J
– volume: 49
  start-page: 143
  issue: 2
  year: 1999
  ident: 2054_CR16
  publication-title: Geotechnique
  doi: 10.1680/geot.1999.49.2.143
– volume-title: A critical state framework for unsaturated soils [D]
  year: 1993
  ident: 2054_CR28
– volume: 53
  start-page: 41
  issue: 1
  year: 2003
  ident: 2054_CR26
  publication-title: Geotechnique
  doi: 10.1680/geot.2003.53.1.41
– volume: 38
  start-page: 741
  issue: 4
  year: 2001
  ident: 2054_CR7
  publication-title: Canadian Geotechnical Journal
  doi: 10.1139/t01-014
– start-page: 225
  volume-title: New York: John Wiley & Sons
  year: 1993
  ident: 2054_CR2
– start-page: 721
  volume-title: Proceedings Asian conference on unsaturated soils
  year: 2000
  ident: 2054_CR24
– start-page: 234
  volume-title: Proceedings of ASCE Specialty Conference on Geotechnical Earthquake Engineering and Soil Dynamics
  year: 1998
  ident: 2054_CR3
– volume: 45
  start-page: 1023
  issue: 6
  year: 1981
  ident: 2054_CR18
  publication-title: Soil Science Society of America Journal
  doi: 10.2136/sssaj1981.03615995004500060004x
– volume: 37
  start-page: 963
  issue: 5
  year: 2000
  ident: 2054_CR21
  publication-title: Canadian Geotechnical Journal
  doi: 10.1139/t00-026
– volume: 16
  start-page: 821
  issue: 5
  year: 2009
  ident: 2054_CR10
  publication-title: Journal of Central South University of Technology
  doi: 10.1007/s11771-009-0136-x
– volume: 16
  start-page: 492
  year: 1926
  ident: 2054_CR25
  publication-title: Journal of agricultural science
  doi: 10.1017/S0021859600007838
– volume: 28
  start-page: 107
  issue: 4
  year: 1988
  ident: 2054_CR1
  publication-title: Soils Found
  doi: 10.3208/sandf1972.28.4_107
– volume: 91
  start-page: 127
  issue: 4
  year: 1965
  ident: 2054_CR12
  publication-title: Journal of Soil Mechanics and Foundations Division (ASCE)
  doi: 10.1061/JSFEAQ.0000753
– volume: 35
  start-page: 835
  issue: 6
  year: 2008
  ident: 2054_CR9
  publication-title: Computers and Geotechnics
  doi: 10.1016/j.compgeo.2008.08.001
– volume: 131
  start-page: 654
  issue: 5
  year: 2005
  ident: 2054_CR22
  publication-title: Journal of Geotechnical and Geoenvironmental Engineering
  doi: 10.1061/(ASCE)1090-0241(2005)131:5(654)
– volume: 7
  start-page: 253
  issue: 2
  year: 2007
  ident: 2054_CR17
  publication-title: Soils and Foundations
  doi: 10.3208/sandf.47.253
– volume: 50
  start-page: 161
  issue: 1
  year: 2010
  ident: 2054_CR15
  publication-title: Soil Found
  doi: 10.3208/sandf.50.161
– volume-title: Field and laboratory study of an unsaturated expansive soil associated with rain-induces slope instability [D]
  year: 2003
  ident: 2054_CR29
– start-page: 263
  volume-title: 4th Asia Pacific Conference on Unsaturated Soils
  year: 2010
  ident: 2054_CR30
– volume: 31
  start-page: 424
  issue: 5
  year: 2008
  ident: 2054_CR5
  publication-title: Geotechnical Testing Journal
  doi: 10.1520/GTJ101373
– volume: 52
  start-page: 269
  issue: 4
  year: 2002
  ident: 2054_CR19
  publication-title: Geotechnique
  doi: 10.1680/geot.2002.52.4.269
– volume: 138
  start-page: 55
  issue: 1
  year: 2012
  ident: 2054_CR11
  publication-title: Journal of Irrigation and Drainage Engineering (ASCE)
  doi: 10.1061/(ASCE)IR.1943-4774.0000371
– volume: 39
  start-page: 1005
  issue: 5
  year: 2002
  ident: 2054_CR14
  publication-title: Canadian Geotechnical Journal
  doi: 10.1139/t02-056
– volume: 19
  start-page: 23
  issue: 1
  year: 1998
  ident: 2054_CR20
  publication-title: Surveys Geophys
  doi: 10.1023/A:1006590500229
– volume: 100
  start-page: 118
  issue: 10
  year: 1974
  ident: 2054_CR27
  publication-title: Journal of Geotechnical Engineering Division (ASCE)
– volume: 136
  start-page: 1425
  issue: 10
  year: 2010
  ident: 2054_CR8
  publication-title: Journal of Geotechnical and Geoenvironmental Engineering
  doi: 10.1061/(ASCE)GT.1943-5606.0000348
– volume: 34
  start-page: 288
  issue: 4
  year: 2011
  ident: 2054_CR6
  publication-title: Geotechnical Testing Journal
  doi: 10.1520/GTJ103529
SSID ssib031263696
ssib051367662
ssib026412149
ssib016993150
ssib024508231
ssj0001192107
ssib009883398
ssib016971650
Score 1.9256319
Snippet Pressure plate instrument is employed during drying, and unconfined compressive strength test is performed on the unsaturated specimen. Curves of shear force...
SourceID crossref
springer
SourceType Index Database
Publisher
StartPage 1197
SubjectTerms Engineering
Metallic Materials
Title Influence of specimen uniformity on mechanical behaviour of unsaturated soil
URI https://link.springer.com/article/10.1007/s11771-014-2054-9
Volume 21
hasFullText 1
inHoldings 1
isFullTextHit
isPrint
journalDatabaseRights – providerCode: PRVLSH
  databaseName: SpringerLink Journals
  customDbUrl:
  mediaType: online
  eissn: 2227-5223
  dateEnd: 99991231
  omitProxy: false
  ssIdentifier: ssj0001192107
  issn: 2095-2899
  databaseCode: AFBBN
  dateStart: 19970301
  isFulltext: true
  providerName: Library Specific Holdings
– providerCode: PRVAVX
  databaseName: SpringerLINK - Czech Republic Consortium
  customDbUrl:
  eissn: 2227-5223
  dateEnd: 99991231
  omitProxy: false
  ssIdentifier: ssj0001192107
  issn: 2095-2899
  databaseCode: AGYKE
  dateStart: 19970101
  isFulltext: true
  titleUrlDefault: http://link.springer.com
  providerName: Springer Nature
– providerCode: PRVAVX
  databaseName: SpringerLink Journals (ICM)
  customDbUrl:
  eissn: 2227-5223
  dateEnd: 99991231
  omitProxy: true
  ssIdentifier: ssj0001192107
  issn: 2095-2899
  databaseCode: U2A
  dateStart: 20120101
  isFulltext: true
  titleUrlDefault: http://www.springerlink.com/journals/
  providerName: Springer Nature
link http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwlV07T8MwED7RssDAG_GWByaQq9ixnXisEOXN1EpliuLEkRA0QbRZ-PX40qQBBANTdNIN0eeLfZfz9x3AqS-FskIlVMlYUWG9lIZWKcqTgKVe7M6EELnDD4_qeiRux3Jc87inzW33piVZ7dQt2Y0FAZa-wq2sFFR3YFlifdKF5f7V093lIow0DtBtqwimUCapbd45W_ustbmQ3tdmmEsRGGdtVeIzrhZT75wtK5WzWmWv-pWDmmIVMZu7hIViCdP0T3977-8n4Pf2a3WqDdZh2OAxv8zy0itnppd8_JCK_CdgG7BWZ7mkPw_LTViy-RasftE-3Ib7m2Y8CikygoRPnDNAyhypYhNXG5AiJxOLxGSMI1LrCZTv6F7mUxQkdXlySqbF8-sOjAaXw4trWo92oInv8Rk10g-8LAitVLHxDAs1z5g2ic7CUAtjRIo6aG6zkLGRgdUZy9LQ5VbKF7FKvNjfhW5e5HYPSOYZo9yaY2EpEhFoty05b_eM_SQN2T6cNXBHb3MFj6jVakaIIgdRhBBFeh_OGyyj-mOe_u198C_vQ1jhuBjVBbYj6M7eS3vsMpqZOakj-AQ6I97_BM5m378
linkProvider Springer Nature
linkToHtml http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwlV09T8MwED1BGYCBb8Q3HphARnFiO_aIUKGF0qmVYIrixJEQkCLaLPx6fGnSFAQDU3TSDdHzxb7L-b0DOAsEl5bLhEoRS8qtl1JlpaR-ErLUi92ZoJA7_NCXnSG_exSPFY97XN92r1uS5U7dkN1YGGLpy93KCk71IixxphRvwdLV7dN9exZGGgfoNlUEkyiT1DTvnK0D1tg-F958M8ylCMxnTVUSMF_Opt45W5QqZ5XKXvkrBzXFSmK27xIWiiVM3T_97b2_n4Df26_lqXazDoMaj-lllpfLYmIuk88fUpH_BGwD1qosl1xNw3ITFmy-Batz2ofb0OvW41HIKCNI-MQ5A6TIkSr25moDMsrJm0ViMsYRqfQEig90L_IxCpK6PDkl49Hz6w4Mb9qD6w6tRjvQJPD8CTUiCL0sVFbI2HiGKe1nTJtEZ0ppbgxPUQfNbRYiNiK0OmNZqlxuJQMey8SLg11o5aPc7gHJPGOkW3MsLHnCQ-22JeftnnGQpIrtw3kNd_Q-VfCIGq1mhChyEEUIUaT34aLGMqo-5vHf3gf_8j6F5c7goRf1uv37Q1jxcWHKy2xH0Jp8FPbYZTcTc1JF8xc5D-HH
linkToPdf http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwlV1LS8NAEF60guhBfGJ97sGTspjd7G6yx6KWVmvxYKG3kE02INi09PH_nUmTpgU9eAoLcwgzu5lvMvt9Q8idr6R2UidMq1gz6byUhU5rJpKAp14MOSFE7vB7X3cG8nWohuWc01l1271qSS45DajSlM8fJ2n2WBPfeBBgGSwhykoys012JKRqrL4GorXaUAZH6db1BNcomFS38WBtfF6vhVTeelsMwAIXvK5PfC70av4drFWhd1bq7RU_dVBdrKBoC4AuDIuZqpP621tv5sLNRmyR39qH5KAEprS13ElHZMvlx2R_Ta7whPS61UQTOs4ocjRxNABd5MjuGgGcp-OcjhxyiTH0tJQAWEzRfJHPUEMUoG1KZ-Ov71MyaL98PnVYOY2BJb4n5swqP_CyIHRKx9azPDQi48YmJgtDI62VKUqXwflWsVWBMxnP0hDgkPZlrBMv9s9IIx_n7pzQzLNWQ3CwFpSJDAx8ScAanrGfpCFvkvvKL9FkKboR1fLK6MQInBihEyPTJA-V56Ly_M3-tr74l_Ut2f14bke9bv_tkuwJjFxx_eyKNObThbsGPDK3N8We-wFFjMlC
openUrl ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=Influence+of+specimen+uniformity+on+mechanical+behaviour+of+unsaturated+soil&rft.jtitle=Journal+of+Central+South+University&rft.au=Yang%2C+Gang&rft.au=Yang%2C+Qing&rft.au=Zhang%2C+Jin-li&rft.date=2014-03-01&rft.pub=Central+South+University&rft.issn=2095-2899&rft.eissn=2227-5223&rft.volume=21&rft.issue=3&rft.spage=1197&rft.epage=1205&rft_id=info:doi/10.1007%2Fs11771-014-2054-9&rft.externalDocID=10_1007_s11771_014_2054_9
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=2095-2899&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=2095-2899&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=2095-2899&client=summon