Study on one—dimensional consolidation of saturated soil with semi—pervious boundaries and under cyclic loading

The variation opf effective stress ratio of stratfied soil with semi-pervious boundaries and under cylic loading was analyzed on the basis of Terzaghi's one-dimensional consolidation assumptions.A solution by Laplace Transform was obtained for the case whe the soil was under time-varied loading...

Full description

Saved in:
Bibliographic Details
Published inJournal of Zhejiang University. Science Vol. 3; no. 5; pp. 513 - 519
Main Author 梁旭 蔡袁强 等
Format Journal Article
LanguageEnglish
Published 01.11.2002
Subjects
半透水边界
周期性负荷
饱合土凝固
Online AccessGet full text
ISSN1009-3095

Cover

Abstract The variation opf effective stress ratio of stratfied soil with semi-pervious boundaries and under cylic loading was analyzed on the basis of Terzaghi's one-dimensional consolidation assumptions.A solution by Laplace Transform was obtained for the case whe the soil was under time-varied loading.With numerical in version of Laplace Tranform.Some useful results were obtained for several kinds of commonly encountered loadings.The results can be meaningful in engineering preactice.
AbstractList The variation of effective stress ratio of stratfied soil with semi-pervious boundaries and under cyclic loading was analyzed on the basis of Terzaghi's one-dimensional consolidation assumptions. A solution by Laplace Transform was obtained for the case when the soil was under time-varied loading. With numerical inversion of Laplace Transform, some useful results were obtained for several kinds of commonly encountered loadings. The results can be meaningful in engineering practice.
The variation opf effective stress ratio of stratfied soil with semi-pervious boundaries and under cylic loading was analyzed on the basis of Terzaghi's one-dimensional consolidation assumptions.A solution by Laplace Transform was obtained for the case whe the soil was under time-varied loading.With numerical in version of Laplace Tranform.Some useful results were obtained for several kinds of commonly encountered loadings.The results can be meaningful in engineering preactice.
Author 梁旭 蔡袁强 等
AuthorAffiliation DepartmentofCivilEngineering,ZhejiangUniversity,Hangzhou310027,China DepartmentofCivilEngineering,ZhejiangUniversity,Hangzhou310027,China
Author_xml – sequence: 1
  fullname: 梁旭 蔡袁强 等
BookMark eNotTstKAzEUzaKCbfUf4sbdQCZpmsxSii8ouLD7IZN700bTpJ1klO78CL_QL3F8wIHD4Tw4MzKJKeKETGvGmkqwRp6TWc4vjAmldD0l-bkMcKIpjsCvj0_we4zZp2gCtSnmFDyY4n98R7MpQ28KAs3JB_ruy45m3Puxd8D-zach0y4NEUzvMVMTgY4Ce2pPNnhLQzLg4_aCnDkTMl7-85xs7m43q4dq_XT_uLpZV7bmslQ1aGkYMtDAjWisBLDOKKiFVsCRaSGFs7ZjSyY400xyB6qTDhcNF6oWc3L9N3vo03HAXNq9zxZDMBHHpy1XrNH8N3j1F7S7FLfH8WHbGfvqfMBWscVSSC6-AbHgaIU
ContentType Journal Article
DBID 2RA
92L
CQIGP
W92
~WA
8FD
FR3
KR7
DatabaseName 中文期刊服务平台
中文科技期刊数据库-CALIS站点
维普中文期刊数据库
中文科技期刊数据库-工程技术
中文科技期刊数据库- 镜像站点
Technology Research Database
Engineering Research Database
Civil Engineering Abstracts
DatabaseTitle Technology Research Database
Civil Engineering Abstracts
Engineering Research Database
DatabaseTitleList Technology Research Database
DeliveryMethod fulltext_linktorsrc
Discipline Sciences (General)
EndPage 519
ExternalDocumentID 7046352
GroupedDBID ---
06D
29L
29~
2JN
2RA
2WC
40D
40E
8UJ
92L
95-
95.
95~
AABHQ
AAKDD
ABFTV
ABKCH
ABTMW
ACGFS
ADURQ
ADYFF
AEOHA
AGDGC
AGQMX
AJRNO
ALMA_UNASSIGNED_HOLDINGS
AMKLP
B-.
BGNMA
CQIGP
CS3
E3Z
F5P
FNLPD
HYE
I~Z
KOV
M4Y
MA-
N2Q
NQJWS
NU0
OK1
PF0
PT4
QOS
ROL
RPM
RSV
SAP
SEG
SNX
SOJ
TR2
U2A
UG4
W92
WOQ
~A9
~WA
8FD
ABJNI
ABQSL
ADHKG
DPUIP
FR3
KR7
ID FETCH-LOGICAL-c125t-1d85a0e0d8d2a39c5ddcfa7d1387d2e08353fccb0603208052fd7b5fe4923713
ISSN 1009-3095
IngestDate Fri Jul 11 12:29:27 EDT 2025
Fri Nov 25 18:21:03 EST 2022
IsPeerReviewed false
IsScholarly false
Issue 5
Language English
LinkModel OpenURL
MergedId FETCHMERGED-LOGICAL-c125t-1d85a0e0d8d2a39c5ddcfa7d1387d2e08353fccb0603208052fd7b5fe4923713
Notes 33-1236/Z
TU521.3
ObjectType-Article-2
SourceType-Scholarly Journals-1
ObjectType-Feature-1
content type line 23
PQID 27098271
PQPubID 23500
PageCount 7
ParticipantIDs proquest_miscellaneous_27098271
chongqing_backfile_7046352
PublicationCentury 2000
PublicationDate 2002-11-00
PublicationDateYYYYMMDD 2002-11-01
PublicationDate_xml – month: 11
  year: 2002
  text: 2002-11-00
PublicationDecade 2000
PublicationTitle Journal of Zhejiang University. Science
PublicationTitleAlternate Journal of Zhejiang University Science
PublicationYear 2002
SSID ssj0037781
Score 1.3300169
Snippet The variation opf effective stress ratio of stratfied soil with semi-pervious boundaries and under cylic loading was analyzed on the basis of Terzaghi's...
The variation of effective stress ratio of stratfied soil with semi-pervious boundaries and under cyclic loading was analyzed on the basis of Terzaghi's...
SourceID proquest
chongqing
SourceType Aggregation Database
Publisher
StartPage 513
SubjectTerms 半透水边界
周期性负荷
饱合土凝固
Title Study on one—dimensional consolidation of saturated soil with semi—pervious boundaries and under cyclic loading
URI http://lib.cqvip.com/qk/86281X/20025/7046352.html
https://www.proquest.com/docview/27098271
Volume 3
hasFullText 1
inHoldings 1
isFullTextHit
isPrint
journalDatabaseRights – providerCode: PRVAVX
  databaseName: SpringerLink Journals (ICM)
  issn: 1009-3095
  databaseCode: U2A
  dateStart: 20000101
  customDbUrl:
  isFulltext: true
  dateEnd: 20041231
  titleUrlDefault: http://www.springerlink.com/journals/
  omitProxy: true
  ssIdentifier: ssj0037781
  providerName: Springer Nature
link http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnZ3bb9MwFMYttideEOMiNm5-QAiEHDl2XSePE9o0oWk8kEqFlyrxZe1gybp2D_DXc47jJC1D4vISVVHVNv5Zx1_tc75DyCvhhOeGj1ipvGcjnwqWl65iildjCZhLbUKC7Nn4ZDL6MFXToUtfqC5ZV4n58du6kv-hCveAK1bJ_gPZ_kPhBrwGvnAFwnD9K8afWkdoUHy1YxZ9-luPDcwlh29e2F4PrtC_s0R1uWoWXWK6u1ywK4wVmAZbhf5K-Mc5nCdgbdn1O_PdoAn2t6bsl7jbQvbL3F3AJDvfSPJIupjR5_ss4r70dDj0CHkEnxO2TPqV4SZsxs4TdplsbUeIWJc3RFAekinazpldiJUbM0lthEvV1qHGlVfF4Lllin32cXY8OT2dFUfT4vXVkmG_MDxXj81TdsiOTLFzxUQcdiuw1Do0p-1_CvpmzJv6fAlDdWvNDUKiuE_uxYGjhy3OPXLH1Q_IXhyvFX0TjcDfPiRN4Eubmv7Cl27xpY2nPV-KfCnypVt86cCXAl8a-NKWL418H5Hi-Kh4f8JigwxmQJeuWWozVXLHbWZFKXOjrDW-1DaVmbbCobqW3piKj7kUHJtXeKsr5R268ulUPia7NTzAE0JBVnuXVtxWIC_TcZbrvJKZNCPrsixP831y0I8g6CvzFV3DZhrt5pTYJy-7IZ1BcMITp7J28GgzoXmeCZ0e_PEdT8ndYTY9I7vr6xv3HOTeunoR2P4Eo_lh5A
linkProvider Springer Nature
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=Study+on+one-dimensional+consolidation+of+saturated+soil+with+semi-pervious+boundaries+and+under+cyclic+loading&rft.jtitle=Journal+of+Zhejiang+University.+Science&rft.au=Liang%2C+X&rft.au=Cai%2C+Y.-q.&rft.au=Wu%2C+Sh.-m.&rft.date=2002-11-01&rft.issn=1009-3095&rft.volume=3&rft.issue=5&rft.spage=513&rft.epage=519&rft.externalDBID=NO_FULL_TEXT
thumbnail_s http://utb.summon.serialssolutions.com/2.0.0/image/custom?url=http%3A%2F%2Fimage.cqvip.com%2Fvip1000%2Fqk%2F86281X%2F86281X.jpg