Development of Vegetation-Pervious Concrete in Grid Beam System for Soil Slope Protection

One of the most efficient and environmentally friendly methods for preventing a landslide on a slope is to vegetate it. Vegetation-pervious concretes have a promising potential for soil protection. In this study, the vegetation-pervious concrete with low alkalinity was developed and studied. Combine...

Full description

Saved in:
Bibliographic Details
Published inMaterials Vol. 10; no. 2; p. 96
Main Authors Bao, Xiaohua, Liao, Wenyu, Dong, Zhijun, Wang, Shanyong, Tang, Waiching
Format Journal Article
LanguageEnglish
Published Switzerland MDPI AG 24.01.2017
MDPI
Subjects
admixture
Alkalinity
alkalinity reduction
Cement
Cement paste
Compression tests
Compressive strength
Concrete
Landslides
permeability
slope protection
Soil permeability
Soil stability
Soils
strength
Structural stability
Vegetation
Vegetation growth
vegetation-pervious concrete
alkalinity reduction
vegetation-pervious concrete
slope protection
admixture
strength
permeability
Online AccessGet full text

Cover

Abstract One of the most efficient and environmentally friendly methods for preventing a landslide on a slope is to vegetate it. Vegetation-pervious concretes have a promising potential for soil protection. In this study, the vegetation-pervious concrete with low alkalinity was developed and studied. Combined with a grid beam structure system, the stability and strength between the vegetation-pervious concrete and base soil are believed to be enhanced effectively. For improving plant adaptability, the alkalinity of concrete can be decreased innovatively by adding a self-designed admixture into the cement paste. The effects of the admixture content on alkalinity and compressive strength of the hardened pervious concrete were investigated using X-ray diffraction (XRD) and compression test, respectively. Meanwhile, the permeability of the vegetation-pervious concrete was studied as well. Through comparing with ordinary pervious concrete, the effect of low alkaline pervious concrete on vegetation growth was investigated in a small-scale field for ten weeks. The test results indicated that the alkalinity of the cement samples decreased with the increase of admixture content, and the vegetation grew successfully on previous concrete. By increasing the admixture content to approximately 3.6%, the compressive strength of pervious concrete was more than 25 MPa.
AbstractList One of the most efficient and environmentally friendly methods for preventing a landslide on a slope is to vegetate it. Vegetation-pervious concretes have a promising potential for soil protection. In this study, the vegetation-pervious concrete with low alkalinity was developed and studied. Combined with a grid beam structure system, the stability and strength between the vegetation-pervious concrete and base soil are believed to be enhanced effectively. For improving plant adaptability, the alkalinity of concrete can be decreased innovatively by adding a self-designed admixture into the cement paste. The effects of the admixture content on alkalinity and compressive strength of the hardened pervious concrete were investigated using X-ray diffraction (XRD) and compression test, respectively. Meanwhile, the permeability of the vegetation-pervious concrete was studied as well. Through comparing with ordinary pervious concrete, the effect of low alkaline pervious concrete on vegetation growth was investigated in a small-scale field for ten weeks. The test results indicated that the alkalinity of the cement samples decreased with the increase of admixture content, and the vegetation grew successfully on previous concrete. By increasing the admixture content to approximately 3.6%, the compressive strength of pervious concrete was more than 25 MPa.
Author Bao, Xiaohua
Wang, Shanyong
Dong, Zhijun
Tang, Waiching
Liao, Wenyu
AuthorAffiliation 3 School of Architecture and Built Environment, The University of Newcastle, Callaghan NSW 2308, Australia; patrick.tang@newcastle.edu.au
1 College of Civil Engineering, Shenzhen University, Shenzhen 518060, China; bxh@szu.edu.cn (X.B.); wlwt7@mst.edu (W.L.)
2 ARC Centre of Excellence for Geotechnical Science and Engineering, The University of Newcastle, Callaghan NSW 2308, Australia; Shanyong.Wang@newcastle.edu.au
AuthorAffiliation_xml – name: 2 ARC Centre of Excellence for Geotechnical Science and Engineering, The University of Newcastle, Callaghan NSW 2308, Australia; Shanyong.Wang@newcastle.edu.au
– name: 3 School of Architecture and Built Environment, The University of Newcastle, Callaghan NSW 2308, Australia; patrick.tang@newcastle.edu.au
– name: 1 College of Civil Engineering, Shenzhen University, Shenzhen 518060, China; bxh@szu.edu.cn (X.B.); wlwt7@mst.edu (W.L.)
Author_xml – sequence: 1
  givenname: Xiaohua
  surname: Bao
  fullname: Bao, Xiaohua
  email: bxh@szu.edu.cn
  organization: College of Civil Engineering, Shenzhen University, Shenzhen 518060, China. bxh@szu.edu.cn
– sequence: 2
  givenname: Wenyu
  surname: Liao
  fullname: Liao, Wenyu
  email: wlwt7@mst.edu
  organization: College of Civil Engineering, Shenzhen University, Shenzhen 518060, China. wlwt7@mst.edu
– sequence: 3
  givenname: Zhijun
  surname: Dong
  fullname: Dong, Zhijun
  email: dongzj@sziit.edu.cn
  organization: College of Civil Engineering, Shenzhen University, Shenzhen 518060, China. dongzj@sziit.edu.cn
– sequence: 4
  givenname: Shanyong
  surname: Wang
  fullname: Wang, Shanyong
  email: Shanyong.Wang@newcastle.edu.au
  organization: ARC Centre of Excellence for Geotechnical Science and Engineering, The University of Newcastle, Callaghan NSW 2308, Australia. Shanyong.Wang@newcastle.edu.au
– sequence: 5
  givenname: Waiching
  surname: Tang
  fullname: Tang, Waiching
  email: patrick.tang@newcastle.edu.au
  organization: School of Architecture and Built Environment, The University of Newcastle, Callaghan NSW 2308, Australia. patrick.tang@newcastle.edu.au
BackLink https://www.ncbi.nlm.nih.gov/pubmed/28772454$$D View this record in MEDLINE/PubMed
BookMark eNpdkl1rFDEUhoNU7Ie98QdIwBspjCaZfN4IumotFCysCl6FTOZkzTIz2SazC_33pm6trblJyHnycHhzjtHBlCZA6AUlb9rWkLejo4QwQox8go6oMbKhhvODB-dDdFrKmtTVtlQz8wwdMq0U44IfoZ8fYQdD2owwzTgF_ANWMLs5pqm5gryLaVvwIk0-www4Tvg8xx5_ADfi5U2ZYcQhZbxMccDLagF8ldMM_vb9c_Q0uKHA6d1-gr5__vRt8aW5_Hp-sXh_2Xiu2NwY5iRhHlrmghBBScNNp5Ug3ihNiAuKa6O8YB0EzoD2wdSKUIyITvd9aE_Qxd7bJ7e2mxxHl29sctH-uUh5ZV2eox_ASqZ6B7zrOtVxD9AZBUCpZMFTQ1pRXe_2rs22G6H3NZTshkfSx5Up_rKrtLOCC0OZrILXd4KcrrdQZjvG4mEY3AQ1SksNk1JTpk1FX_2HrtM2TzUqS7XSnGqueKXO9pTPqZQM4b4ZSuztANh_A1Dhlw_bv0f_fnf7G-T2rMk
CitedBy_id crossref_primary_10_1016_j_conbuildmat_2019_117785
crossref_primary_10_1016_j_trgeo_2022_100724
crossref_primary_10_32604_jrm_2022_022684
crossref_primary_10_3390_en11123431
crossref_primary_10_1038_s41598_021_99181_4
crossref_primary_10_3390_ma15196685
crossref_primary_10_1016_j_conbuildmat_2023_133793
crossref_primary_10_1016_j_compositesb_2024_111442
crossref_primary_10_3390_polym14214626
crossref_primary_10_3390_buildings13071731
crossref_primary_10_1016_j_jmrt_2023_04_029
crossref_primary_10_3390_s22031214
crossref_primary_10_3390_ma12050716
crossref_primary_10_1016_j_conbuildmat_2022_126502
crossref_primary_10_3390_app12020645
crossref_primary_10_1016_j_cscm_2024_e03131
crossref_primary_10_3390_ma16217039
crossref_primary_10_1016_j_buildenv_2022_109370
crossref_primary_10_3390_ijerph19138143
crossref_primary_10_1002_mawe_201900203
crossref_primary_10_1016_j_trgeo_2023_101076
crossref_primary_10_3390_en12152927
crossref_primary_10_1016_j_gete_2022_100409
crossref_primary_10_1016_j_conbuildmat_2018_05_207
crossref_primary_10_1016_j_jclepro_2022_132984
crossref_primary_10_3390_buildings12111930
crossref_primary_10_3390_ma17010251
crossref_primary_10_1002_mawe_201900040
crossref_primary_10_1016_j_jobe_2023_107129
crossref_primary_10_3390_app8040600
crossref_primary_10_1016_j_clema_2021_100027
crossref_primary_10_1080_14680629_2024_2338762
Cites_doi 10.1155/2015/404136
10.1016/j.ecoleng.2013.06.016
10.1007/s10346-015-0634-x
10.1016/j.ecoleng.2009.06.014
10.1016/j.jhydrol.2016.03.057
10.1016/j.conbuildmat.2016.08.031
10.1080/13658816.2014.975715
10.3390/ma7128070
10.1016/j.conbuildmat.2015.07.187
10.4028/www.scientific.net/AMM.357-360.2018
10.1016/j.cemconcomp.2011.09.003
10.1061/(ASCE)GT.1943-5606.0001393
10.1016/j.conbuildmat.2014.12.073
10.3390/ma8020499
10.1016/j.jenvman.2011.09.021
10.1007/s11069-016-2401-2
10.3390/ma9110878
10.1016/S0360-1323(02)00066-5
10.1520/CCA10415J
10.5389/KSAE.2016.58.2.001
10.1016/j.cemconres.2015.03.018
10.1016/j.conbuildmat.2014.02.034
10.1016/j.conbuildmat.2015.10.094
10.12989/cac.2016.17.3.337
10.1016/j.conbuildmat.2013.01.006
ContentType Journal Article
Copyright Copyright MDPI AG 2017
2017 by the authors. 2017
Copyright_xml – notice: Copyright MDPI AG 2017
– notice: 2017 by the authors. 2017
DBID NPM
AAYXX
CITATION
7SR
8FD
8FE
8FG
ABJCF
ABUWG
AFKRA
AZQEC
BENPR
BGLVJ
CCPQU
D1I
DWQXO
HCIFZ
JG9
KB.
PDBOC
PIMPY
PQEST
PQQKQ
PQUKI
PRINS
7X8
5PM
DOA
DOI 10.3390/ma10020096
DatabaseName PubMed
CrossRef
Engineered Materials Abstracts
Technology Research Database
ProQuest SciTech Collection
ProQuest Technology Collection
Materials Science & Engineering Collection
ProQuest Central (Alumni)
ProQuest Central
ProQuest Central Essentials
AUTh Library subscriptions: ProQuest Central
Technology Collection
ProQuest One Community College
ProQuest Materials Science Collection
ProQuest Central Korea
SciTech Premium Collection
Materials Research Database
ProQuest Materials Science Database
Materials Science Collection
Publicly Available Content Database
ProQuest One Academic Eastern Edition (DO NOT USE)
ProQuest One Academic
ProQuest One Academic UKI Edition
ProQuest Central China
MEDLINE - Academic
PubMed Central (Full Participant titles)
Open Access: DOAJ - Directory of Open Access Journals
DatabaseTitle PubMed
CrossRef
Publicly Available Content Database
ProQuest Materials Science Collection
Materials Research Database
Technology Collection
Technology Research Database
ProQuest Central Essentials
ProQuest One Academic Eastern Edition
Materials Science Collection
ProQuest Central (Alumni Edition)
SciTech Premium Collection
ProQuest One Community College
ProQuest Technology Collection
ProQuest SciTech Collection
ProQuest Central China
ProQuest Central
Engineered Materials Abstracts
ProQuest One Academic UKI Edition
ProQuest Central Korea
Materials Science & Engineering Collection
Materials Science Database
ProQuest One Academic
MEDLINE - Academic
DatabaseTitleList Publicly Available Content Database
PubMed
Database_xml – sequence: 1
  dbid: DOA
  name: Open Access: DOAJ - Directory of Open Access Journals
  url: https://www.doaj.org/
  sourceTypes: Open Website
– sequence: 2
  dbid: NPM
  name: PubMed
  url: https://proxy.k.utb.cz/login?url=http://www.ncbi.nlm.nih.gov/entrez/query.fcgi?db=PubMed
  sourceTypes: Index Database
– sequence: 3
  dbid: 8FG
  name: ProQuest Technology Collection
  url: https://search.proquest.com/technologycollection1
  sourceTypes: Aggregation Database
DeliveryMethod fulltext_linktorsrc
Discipline Engineering
EISSN 1996-1944
ExternalDocumentID oai_doaj_org_article_627dae4bbb7b4ceeb97ee1162fc19035
4320951275
10_3390_ma10020096
28772454
Genre Journal Article
GroupedDBID 29M
2WC
53G
5GY
5VS
8FE
8FG
AADQD
AAFWJ
ABDBF
ABJCF
ADBBV
AENEX
AFKRA
AFPKN
AFZYC
ALMA_UNASSIGNED_HOLDINGS
AOIJS
BCNDV
BENPR
BGLVJ
CCPQU
CZ9
D1I
E3Z
EBS
ESX
FRP
GROUPED_DOAJ
GX1
HCIFZ
HH5
HYE
I-F
IPNFZ
KB.
KC.
KQ8
MK~
MODMG
M~E
NPM
OK1
P2P
PDBOC
PIMPY
PROAC
RIG
RPM
TR2
TUS
AAHBH
AAYXX
CITATION
PGMZT
7SR
8FD
ABUWG
AZQEC
DWQXO
JG9
PQEST
PQQKQ
PQUKI
PRINS
7X8
5PM
ID FETCH-LOGICAL-c472t-92a602ce32af55f76949b8750c97800af74897c52bef42e1df9c9757205b8ddf3
IEDL.DBID RPM
ISSN 1996-1944
IngestDate Thu Jul 04 21:08:45 EDT 2024
Tue Sep 17 21:20:59 EDT 2024
Fri Aug 16 06:16:09 EDT 2024
Fri Sep 13 02:00:45 EDT 2024
Fri Aug 23 01:09:03 EDT 2024
Thu May 23 23:52:54 EDT 2024
IsDoiOpenAccess true
IsOpenAccess true
IsPeerReviewed true
IsScholarly true
Issue 2
Keywords alkalinity reduction
vegetation-pervious concrete
slope protection
admixture
strength
permeability
Language English
License Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/).
LinkModel DirectLink
MergedId FETCHMERGED-LOGICAL-c472t-92a602ce32af55f76949b8750c97800af74897c52bef42e1df9c9757205b8ddf3
Notes ObjectType-Article-1
SourceType-Scholarly Journals-1
ObjectType-Feature-2
content type line 23
ORCID 0000-0002-9305-116X
OpenAccessLink https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5459126/
PMID 28772454
PQID 1878418474
PQPubID 2032366
ParticipantIDs doaj_primary_oai_doaj_org_article_627dae4bbb7b4ceeb97ee1162fc19035
pubmedcentral_primary_oai_pubmedcentral_nih_gov_5459126
proquest_miscellaneous_1926681289
proquest_journals_1878418474
crossref_primary_10_3390_ma10020096
pubmed_primary_28772454
PublicationCentury 2000
PublicationDate 20170124
PublicationDateYYYYMMDD 2017-01-24
PublicationDate_xml – month: 1
  year: 2017
  text: 20170124
  day: 24
PublicationDecade 2010
PublicationPlace Switzerland
PublicationPlace_xml – name: Switzerland
– name: Basel
PublicationTitle Materials
PublicationTitleAlternate Materials (Basel)
PublicationYear 2017
Publisher MDPI AG
MDPI
Publisher_xml – name: MDPI AG
– name: MDPI
References ref13
ref35
ref12
ref34
ref37
ref14
ref30
ref33
ref10
ref32
ref2
ref1
ref17
ref39
ref16
ref38
ref19
(ref25) 2000
ref18
(ref27) 2005
Stokes (ref8) 2007
Kodag (ref36) 2016; 2
(ref31) 1983
Dodson (ref24) 2013
Vandegrift (ref29) 2006
Anderson (ref15) 2015
ref23
ref20
ref22
ref21
ref7
Jaboyedoff (ref4) 2016
ref9
González-Ollauri (ref11) 2014; 13
Vichit-Vadakan (ref28) 1998; 20
ref3
(ref26) 2002
ref6
ref5
References_xml – ident: ref34
  doi: 10.1155/2015/404136
– year: 1983
  ident: ref31
– ident: ref17
  doi: 10.1016/j.ecoleng.2013.06.016
– ident: ref6
  doi: 10.1007/s10346-015-0634-x
– ident: ref9
  doi: 10.1016/j.ecoleng.2009.06.014
– ident: ref7
  doi: 10.1016/j.jhydrol.2016.03.057
– ident: ref37
  doi: 10.1016/j.conbuildmat.2016.08.031
– year: 2002
  ident: ref26
– volume: 13
  start-page: 37
  year: 2014
  ident: ref11
  article-title: Integrated model for the hydro-mechanical effects of vegetation against shallow landslides
  publication-title: EQA Int. J. Environ. Qual.
  contributor:
    fullname: González-Ollauri
– ident: ref12
  doi: 10.1080/13658816.2014.975715
– ident: ref1
  doi: 10.3390/ma7128070
– ident: ref22
  doi: 10.1016/j.conbuildmat.2015.07.187
– ident: ref32
– ident: ref3
  doi: 10.4028/www.scientific.net/AMM.357-360.2018
– start-page: 1990
  year: 2007
  ident: ref8
  contributor:
    fullname: Stokes
– ident: ref19
  doi: 10.1016/j.cemconcomp.2011.09.003
– ident: ref13
  doi: 10.1061/(ASCE)GT.1943-5606.0001393
– ident: ref21
  doi: 10.1016/j.conbuildmat.2014.12.073
– ident: ref2
  doi: 10.3390/ma8020499
– ident: ref33
  doi: 10.1016/j.jenvman.2011.09.021
– start-page: 217
  year: 2016
  ident: ref4
  article-title: Human-induced landslides: Toward the analysis of anthropogenic changes of the slope environment
  contributor:
    fullname: Jaboyedoff
– ident: ref5
  doi: 10.1007/s11069-016-2401-2
– ident: ref14
  doi: 10.3390/ma9110878
– ident: ref23
  doi: 10.1016/S0360-1323(02)00066-5
– year: 2006
  ident: ref29
  contributor:
    fullname: Vandegrift
– year: 2013
  ident: ref24
  contributor:
    fullname: Dodson
– volume: 20
  start-page: 227
  year: 1998
  ident: ref28
  article-title: Effect of elastic modulus of capping material on measured strength of high-strength concrete cylinders
  publication-title: Cem. Concr. Aggreg.
  doi: 10.1520/CCA10415J
  contributor:
    fullname: Vichit-Vadakan
– ident: ref30
  doi: 10.5389/KSAE.2016.58.2.001
– volume: 2
  start-page: 1674
  year: 2016
  ident: ref36
  article-title: To study compressive strength and permeability of pervious concrete by varying mix proportions
  publication-title: Imp. J. Interdiscip. Res.
  contributor:
    fullname: Kodag
– ident: ref20
  doi: 10.1016/j.cemconres.2015.03.018
– ident: ref35
  doi: 10.1016/j.conbuildmat.2014.02.034
– year: 2015
  ident: ref15
  contributor:
    fullname: Anderson
– ident: ref39
  doi: 10.1016/j.conbuildmat.2015.10.094
– ident: ref18
– year: 2000
  ident: ref25
– ident: ref38
  doi: 10.12989/cac.2016.17.3.337
– year: 2005
  ident: ref27
– ident: ref16
  doi: 10.1016/j.conbuildmat.2013.01.006
– ident: ref10
SSID ssj0000331829
Score 2.336876
Snippet One of the most efficient and environmentally friendly methods for preventing a landslide on a slope is to vegetate it. Vegetation-pervious concretes have a...
SourceID doaj
pubmedcentral
proquest
crossref
pubmed
SourceType Open Website
Open Access Repository
Aggregation Database
Index Database
StartPage 96
SubjectTerms admixture
Alkalinity
alkalinity reduction
Cement
Cement paste
Compression tests
Compressive strength
Concrete
Landslides
permeability
slope protection
Soil permeability
Soil stability
Soils
strength
Structural stability
Vegetation
Vegetation growth
vegetation-pervious concrete
SummonAdditionalLinks – databaseName: Open Access: DOAJ - Directory of Open Access Journals
  dbid: DOA
  link: http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwrV1NT9wwELUQJzggSgsNBeSqvUbE46_4CIgPVWqFBFRwiuzYLitBFsH2_3cchyWLkLj0mokjZ8b2vCePnwn5boV1iFqRnVjgpWC-Ko2oeFlHD4k_t4yn884_f6mzK_HjWl6PrvpKNWFZHjg7bl-B9jYI55x2Ald0Z3QIjCmILeYyntVLmRyRqX4N5jhWwWQ9Uo68fv_eJrHRhNgXMlAv1P8WunxdJDnKOifrZG2Ai_Qgd_MDWQrdBlkdiQh-JDejuh86jfR3-DOUEJbnaSFAak-Pph2iw1mgk46ePk48PQz2nma1coqwlV5MJ3f0Ar8S6HlWbsD2n8jVyfHl0Vk5XJhQtkLDrDRgVQVt4GCjlFErI4xDQlK1SWeosjFJzehWggtRQGA-GrRIDZV0tfeRb5LlbtqFz4Ryq5AIMc-99MLwWEdVGQtITpRyqoaCfHt2YvOQdTEa5BPJ1c2LqwtymPw7fyNpWfcPMMLNEOHmvQgXZOc5Os0wwZ4aVqcNU0ytoiBf52acGmm_w3YBfdsgeFVJXq02BdnKwZz3BImiBiGxtV4I80JXFy3d5LaX30bMaRio7f_xb1_ICiScULESxA5Znj3-DbuIcmZurx_Q_wCDy_vm
  priority: 102
  providerName: Directory of Open Access Journals
– databaseName: AUTh Library subscriptions: ProQuest Central
  dbid: BENPR
  link: http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwfV1Nb9QwELVKe4ED4ptAQUZwjTYeO3Z8QmzVskKiWlGKyimyY7tdiSZlCf-fmU12u4sQ1ziJrBl7_J5n_MzYO6ecR9SK7MSBzJUIRW5VIfMqBSD-3AhJ550_n-rZufp0UV7ssdn6LAyVVa5j4ipQh66hPfKJqChDhrFUTZynXYCmn7y_-ZnT_VGUZx0v07jDDkAoStgeTI9P5182-y2FxNELdlAolcj0J9eO5EcJw--sSSvp_n_hzb_LJrfWoZMH7P4IIPmHweMP2V5sH7F7W7KCj9n3rUog3iX-LV6ORYX5nEIDkn1-1LWIF_vIFy3_uFwEPo3umg_65RyBLD_rFj_4Gf4l8vmg5YDfP2HnJ8dfj2b5eIVC3igDfW7B6QKaKMGlskxGW2U9UpSiIeWhwiUSnzFNCT4mBVGEZLGlNFCUvgohyadsv-3a-Jxx6TRSIxFkKIOyMlVJF9YB0hWtva4gY2_XRqxvBqWMGhkGmbq-NXXGpmTfzRukbr160C0v63Gy1BpMcFF5741XuIp7a2IUQkNqEL_IMmOHa-_U45T7Vd8OkIy92TTjZKEMiGsj2rZGOKtJcK2yGXs2OHPTE6SOBlSJX5sdN-90dbelXVytBLkRhVoB-sX_u_WS3QXCBIXIQR2y_X75O75CRNP71-Ng_QOLU_do
  priority: 102
  providerName: ProQuest
Title Development of Vegetation-Pervious Concrete in Grid Beam System for Soil Slope Protection
URI https://www.ncbi.nlm.nih.gov/pubmed/28772454
https://www.proquest.com/docview/1878418474/abstract/
https://search.proquest.com/docview/1926681289
https://pubmed.ncbi.nlm.nih.gov/PMC5459126
https://doaj.org/article/627dae4bbb7b4ceeb97ee1162fc19035
Volume 10
hasFullText 1
inHoldings 1
isFullTextHit
isPrint
link http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV3Nb9MwFH9axwUOiG8yRmUE16yJvxIfabV2QtpUMYbKKbJje0Rak6l0_z_P-Sgt4sQlhziOrPee_X6_-PkXgE-aa4OoFdmJpizmqU1ixRMW597SwJ_LlIXzzpdX8uKGf1mJ1RGI4SxMW7Rfmuqsvluf1dXPtrbyfl1OhjqxyfJyhllfhZMvIxhljO1R9Hb5ZRimVHVSpAwp_WStg85oAOtB-jdHPMkFP8hDrVz_vzDm36WSe7ln_gye9qCRfO4G9xyOXP0CnuxJCb6EH3vVP6Tx5Lu77QsJ42VYDpDgk1lTI0bcOlLVZLGpLJk6vSadZjlB8Equm-qOXONbHFl2-g3Y_xXczM-_zS7i_rcJcckzuo0V1TKhpWNUeyF8JhVXBmlJUga1oUT7IDiTlYIa5zl1qfUKW0RGE2Fyaz17Dcd1U7u3QJiWSIdSy6ywXDGfe5koTZGiSGlkTiP4OBixuO_UMQpkFcHqxR-rRzAN9t09ERSt2xvN5rbo_VpImlntuDEmMxwzt1GZc2kqqS8RszARwengnaKfZr-KNA_bpphgeQQfds04QcKuh64d2rZACCuDyFquInjTOXM3kiEYIsgO3Hww1MMWjMlWhLuPwZP_7vkOHtMAEZI0pvwUjrebB_ceAc7WjGGUzxdjeDQ9v1p-HbefCfC6WKXjNtR_A8He_5o
link.rule.ids 230,315,733,786,790,870,891,2115,12792,21416,27957,27958,33408,33409,33779,33780,43635,43840,53827,53829,74392,74659
linkProvider National Library of Medicine
linkToHtml http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwfV1dTxQxFG0UH9QHg184iFqjrw3T7-kTEcKyKhASwOBT005b3ERmYFn_P7czs8uuMb5OZybNve2957S3pwh9dsJ5QK3AThzjRNBQEiNKTqoUWObPNeX5vPPRsRqfi28X8mJYcLsdyirnMbEL1KGt8xr5Nq3yDhnEUrFzfUPyrVF5d3W4QuMheiQ4pM58Unx0sFhjKTmMWGZ6VVIO7H77ymXJ0YzbV_JQJ9f_L4z5d6nkUu4ZraNnA2jEX3ovP0cPYvMCPV2SEnyJfi5V_-A24R_xcigkJCc5HADBx3ttAxhxFvGkwQfTScC70V3hXrMcA3jFp-3kNz6Fv0R80us3wPev0Plo_2xvTIZrE0gtNJsRw5wqWR05c0nKpJURxgMtKeusNlS6lAVndC2Zj0mwSEMy0CI1K6WvQkj8NVpr2ia-QZg7BXSIBh5kEIanKqnSOAYURSmvKlagT3Mj2uteHcMCq8imtvemLtButu_ijaxo3T1op5d2mCBWMR1cFN577QVkbm90jJQqlmrALFwWaGvuHTtMs1t7PygK9HHRDBMk73q4JoJtLUBYlUXWKlOgjd6Zi54AXdRMSPhar7h5paurLc3kVyfCDcjTUKY2_9-tD-jx-Ozo0B5-Pf7-Fj1hGROUlDCxhdZm0z_xHSCamX_fDds7Z8H1NQ
linkToPdf http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwfV1bb9MwFLZgkxA8IK4jsIERvEZ1fI2fEN1Wxq2qGEPjybJje1Riyei6_89x43bthHiN48g65_j4--yTzwi9tdw6QK3ATixlJa88KTUnrKyjp4k_NxVL_zt_HcujE_7pVJzm-qfLXFa5zImLRO27Ju2RD6o6nZBBLuWDmMsiJgejdxd_ynSDVDppzddp3EbbiksBEb49PBxPvq12XAiD-KW61yhlwPUH5zYJkCYUv7EqLcT7_4U4bxZOrq1EowfofoaQ-H3v84foVmgfoXtrwoKP0c-1WiDcRfwjnOWywnKSkgPQfbzftYAY5wFPW_xhNvV4GOw57hXMMUBZfNxNf-Nj-ErAk17NAfo_QSejw-_7R2W-RKFsuKLzUlMrCW0CozYKEZXUXDsgKaRJ2kPExiQ_oxpBXYichspHDS1CUSJc7X1kT9FW27XhGcLMSiBHlWdeeK5ZrKMk2lIgLFI6WdMCvVka0Vz0WhkGOEYytbk2dYGGyb6rN5K-9eJBNzszeboYSZW3gTvnlOOwjjutQqgqSWMDCIaJAu0uvWPypLs01yFSoNerZpgu6QzEtgFsawDQyiS5VusC7fTOXI0EyKOiXEBvteHmjaFutrTTXwtJbsChuqLy-f-H9QrdgZg1Xz6OP79Ad2kCCKQqKd9FW_PZVdgDeDN3L3Pc_gUHw_rY
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=Development+of+Vegetation-Pervious+Concrete+in+Grid+Beam+System+for+Soil+Slope+Protection&rft.jtitle=Materials&rft.au=Bao%2C+Xiaohua&rft.au=Liao%2C+Wenyu&rft.au=Dong%2C+Zhijun&rft.au=Wang%2C+Shanyong&rft.date=2017-01-24&rft.pub=MDPI&rft.eissn=1996-1944&rft.volume=10&rft.issue=2&rft_id=info:doi/10.3390%2Fma10020096&rft_id=info%3Apmid%2F28772454&rft.externalDBID=PMC5459126
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=1996-1944&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=1996-1944&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=1996-1944&client=summon