Compaction Quality Inspection Method of Soil-Rock Filled Embankment Based on Continuous Compaction Control Technology

Affected by the site construction conditions, the measurement passes of the Taihang Expressway K8 + 105 ∼ K8 + 341 (K8 worksite) in the Taihang Expressway did not meet the requirements of data analysis, and the quantity of the control points was insufficient so that the linear correlation between th...

Full description

Saved in:
Bibliographic Details
Published inAdvances in Civil Engineering Vol. 2021; no. 1
Main Authors He, Zhuoling, Zhang, Junyun
Format Journal Article
LanguageEnglish
Published New York Hindawi 2021
John Wiley & Sons, Inc
Hindawi Limited
Subjects
Analysis
Civil engineering
Compaction
Control systems
Data analysis
Highway construction
Highways
In situ measurement
Inspection
Methods
Modulus of deformation
Quality control
Quality control equipment
Quality management
Regression analysis
Roads & highways
Rocks
Sedimentation & deposition
Sensors
Soil compaction
Soil quality
Soils
Vibratory compacting
Working conditions
United States > US
Online AccessGet full text

Cover

Abstract Affected by the site construction conditions, the measurement passes of the Taihang Expressway K8 + 105 ∼ K8 + 341 (K8 worksite) in the Taihang Expressway did not meet the requirements of data analysis, and the quantity of the control points was insufficient so that the linear correlation between the dynamic deformation modulus () and the vibratory compaction value (VCV) was not strong. Therefore, the target value of VCV cannot be used to diagnose the Ev d compaction quality of soil-rock filler. This paper analyzes the roller measurement VCV value and in situ measurements Ev d value separately. Results reveal the difference between the VCV mean measured in the last two passes and the standard deviation of the measured VCV mean in the last pass are used as the main basis for the actual compaction quality. In addition, the Ev d mean in the last rolling can be used as an auxiliary judgment basis for the quality control of the compaction.
AbstractList Affected by the site construction conditions, the measurement passes of the Taihang Expressway K8 + 105 ∼ K8 + 341 (K8 worksite) in the Taihang Expressway did not meet the requirements of data analysis, and the quantity of the control points was insufficient so that the linear correlation between the dynamic deformation modulus () and the vibratory compaction value (VCV) was not strong. Therefore, the target value of VCV cannot be used to diagnose the Ev d compaction quality of soil-rock filler. This paper analyzes the roller measurement VCV value and in situ measurements Ev d value separately. Results reveal the difference between the VCV mean measured in the last two passes and the standard deviation of the measured VCV mean in the last pass are used as the main basis for the actual compaction quality. In addition, the Ev d mean in the last rolling can be used as an auxiliary judgment basis for the quality control of the compaction.
Affected by the site construction conditions, the measurement passes of the Taihang Expressway K8+105∼K8+341 (K8 worksite) in the Taihang Expressway did not meet the requirements of data analysis, and the quantity of the control points was insufficient so that the linear correlation between the dynamic deformation modulus () and the vibratory compaction value (VCV) was not strong. Therefore, the target value of VCV cannot be used to diagnose the E[sub.vd] compaction quality of soil-rock filler. This paper analyzes the roller measurement VCV value and in situ measurements E[sub.vd] value separately. Results reveal the difference between the VCV mean measured in the last two passes and the standard deviation of the measured VCV mean in the last pass are used as the main basis for the actual compaction quality. In addition, the E[sub.vd] mean in the last rolling can be used as an auxiliary judgment basis for the quality control of the compaction.
Affected by the site construction conditions, the measurement passes of the Taihang Expressway K 8 + 105 ∼ K 8 + 341 (K8 worksite) in the Taihang Expressway did not meet the requirements of data analysis, and the quantity of the control points was insufficient so that the linear correlation between the dynamic deformation modulus () and the vibratory compaction value (VCV) was not strong. Therefore, the target value of VCV cannot be used to diagnose the E v d compaction quality of soil‐rock filler. This paper analyzes the roller measurement VCV value and in situ measurements E v d value separately. Results reveal the difference between the VCV mean measured in the last two passes and the standard deviation of the measured VCV mean in the last pass are used as the main basis for the actual compaction quality. In addition, the E v d mean in the last rolling can be used as an auxiliary judgment basis for the quality control of the compaction.
Audience Academic
Author He, Zhuoling
Zhang, Junyun
Author_xml – sequence: 1
  givenname: Zhuoling
  orcidid: 0000-0002-0764-6109
  surname: He
  fullname: He, Zhuoling
  organization: School of Civil EngineeringSouthwest Jiaotong UniversityChengdu 610031Chinaswjtu.edu.cn
– sequence: 2
  givenname: Junyun
  orcidid: 0000-0001-7216-2146
  surname: Zhang
  fullname: Zhang, Junyun
  organization: School of Civil EngineeringSouthwest Jiaotong UniversityChengdu 610031Chinaswjtu.edu.cn
BookMark eNqNkl1rFDEUhgepYK298wcMeKnTJplkklzWpdWFiqj1OuRzN-1MsiYZyv57s04pFUFKLhJenvOckJzXzVGIwTbNWwjOICTkHAEEzxnjGGD0ojmGA6MdAxwfPZ7Z8Ko5zdkrgDFFDCF43MyrOO2kLj6G9tssR1_27TrknV2iL7Zso2mja39EP3bfo75rr_w4WtNeTkqGu8mG0n6UuQYVX8VQfJjjnNsn3kOa4tjeWL0NcYyb_ZvmpZNjtqcP-0nz8-ryZvW5u_76ab26uO40IaR0GDikIO6lVbAnjigLHVaDkkgjA6jkTCKEDRsgxLSHEHANKDPOKAtQ74b-pFkvXhPlrdglP8m0F1F68SeIaSNkKl6PVlilDYbUaEglthwwSqUljhOLa3Omq-vd4tql-Gu2uYjbOKdQry8QpqwnbMCkUmcLtZFV6oOLJUldl7GT1_XHnK_5xcAHigbOnl9QG2DAEa8FH54UqDn7YOunhuw325I3cs75b_9z8H_tOsWck3WPrwaBOMyZOMyZeJizir9f8K0PRt77_9O_AQLb0xU
CitedBy_id crossref_primary_10_3390_ma15072610
crossref_primary_10_1155_2021_9926980
crossref_primary_10_1155_2022_9998387
Cites_doi 10.1061/(asce)co.1943-7862.0000510
10.1016/j.autcon.2014.04.016
10.1061/(asce)mt.1943-5533.0000559
10.1007/978-981-13-0899-4_5
10.1061/(asce)mt.1943-5533.0002522
10.3141/2045-01
10.1016/0002-9378(76)90154-X
10.1155/2011/783836
10.1007/s11629-016-4023-2
10.1155/2020/8850221
10.1061/(asce)1090-0241(2006)132:1(108)
10.1016/j.tust.2017.10.007
10.1007/978-3-642-31671-5_11
10.1016/j.autcon.2018.11.003
10.1016/j.soildyn.2014.05.005
10.1061/9780784412787.041
10.1007/s40999-018-0348-2
10.1111/exsy.12357
10.1520/GTJ10404J
ContentType Journal Article
Copyright Copyright © 2021 Zhuoling He and Junyun Zhang.
COPYRIGHT 2021 John Wiley & Sons, Inc.
Copyright © 2021 Zhuoling He and Junyun Zhang. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. https://creativecommons.org/licenses/by/4.0
Copyright_xml – notice: Copyright © 2021 Zhuoling He and Junyun Zhang.
– notice: COPYRIGHT 2021 John Wiley & Sons, Inc.
– notice: Copyright © 2021 Zhuoling He and Junyun Zhang. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. https://creativecommons.org/licenses/by/4.0
DBID RHU
RHW
RHX
AAYXX
CITATION
N95
8FD
8FE
8FG
ABJCF
ABUWG
AFKRA
AZQEC
BENPR
BGLVJ
CCPQU
CWDGH
DWQXO
FR3
HCIFZ
KR7
L6V
M7S
PIMPY
PQEST
PQQKQ
PQUKI
PRINS
PTHSS
DOA
DOI 10.1155/2021/8894042
DatabaseName Hindawi Publishing Complete
Hindawi Publishing Subscription Journals
Open Access Journals (Hindawi Publishing)
CrossRef
Gale Business Insights
Technology Research Database
ProQuest SciTech Collection
ProQuest Technology Collection
Materials Science & Engineering Collection
ProQuest Central (Alumni)
ProQuest Central
ProQuest Central Essentials
ProQuest Central
Technology Collection
ProQuest One Community College
Middle East & Africa Database
ProQuest Central
Engineering Research Database
SciTech Premium Collection
Civil Engineering Abstracts
ProQuest Engineering Collection
Engineering Database
Publicly Available Content Database
ProQuest One Academic Eastern Edition (DO NOT USE)
ProQuest One Academic
ProQuest One Academic UKI Edition
ProQuest Central China
Engineering Collection
Directory of Open Access Journals
DatabaseTitle CrossRef
Publicly Available Content Database
Civil Engineering Abstracts
Engineering Database
Technology Collection
Technology Research Database
ProQuest Central Essentials
ProQuest One Academic Eastern Edition
ProQuest Central (Alumni Edition)
SciTech Premium Collection
ProQuest One Community College
ProQuest Technology Collection
ProQuest SciTech Collection
ProQuest Central China
ProQuest Central
ProQuest Engineering Collection
Middle East & Africa Database
ProQuest One Academic UKI Edition
ProQuest Central Korea
Materials Science & Engineering Collection
Engineering Research Database
ProQuest One Academic
Engineering Collection
DatabaseTitleList Publicly Available Content Database



CrossRef
Database_xml – sequence: 1
  dbid: RHX
  name: Hindawi Publishing
  url: http://www.hindawi.com/journals/
  sourceTypes: Publisher
– sequence: 2
  dbid: DOA
  name: Directory of Open Access Journals
  url: https://www.doaj.org/
  sourceTypes: Open Website
– sequence: 3
  dbid: 8FG
  name: ProQuest Technology Collection
  url: https://search.proquest.com/technologycollection1
  sourceTypes: Aggregation Database
DeliveryMethod fulltext_linktorsrc
Discipline Engineering
EISSN 1687-8094
Editor Castaldo, Paolo
Editor_xml – sequence: 1
  givenname: Paolo
  surname: Castaldo
  fullname: Castaldo, Paolo
– fullname: Paolo Castaldo
ExternalDocumentID oai_doaj_org_article_ebcd417dc17a4e90877ae5f95e4b138c
A696726985
A683540929
10_1155_2021_8894042
GeographicLocations United States--US
GeographicLocations_xml – name: United States--US
GrantInformation_xml – fundername: Department of Science and Technology of Sichuan Province
  grantid: 2018JY0076; 21ZDYF2108
– fundername: Research and Development Project of the Chengdu East Road Technology Co., Ltd.
GroupedDBID .4S
.DC
188
3V.
4.4
5VS
8FE
8FG
8R4
8R5
AAFWJ
AAJEY
ABJCF
ABUWG
ACIWK
ADBBV
AFKRA
AFPKN
AINHJ
ALMA_UNASSIGNED_HOLDINGS
ARCSS
BCNDV
BENPR
BGLVJ
BPHCQ
CCPQU
CS3
CWDGH
E3Z
EBS
EDO
GROUPED_DOAJ
HCIFZ
I-F
IAO
ITC
KQ8
L6V
M7S
M~E
N95
OK1
P2P
PIMPY
PQQKQ
PROAC
PTHSS
Q2X
RHU
RHW
RHX
TR2
TUS
24P
2UF
AAYXX
C1A
CAHYU
CITATION
CNMHZ
EJD
H13
IL9
TUXDW
UGNYK
8FD
AZQEC
DWQXO
FR3
KR7
PQEST
PQUKI
PRINS
ID FETCH-LOGICAL-c555t-40f2b143aeb135f5be1f4b6ba2c2d07a98a224d86114731109c078dfdbe023f63
IEDL.DBID DOA
ISSN 1687-8086
IngestDate Mon Nov 04 19:57:39 EST 2024
Thu Oct 10 22:21:26 EDT 2024
Tue Oct 15 04:47:11 EDT 2024
Tue Oct 15 04:48:56 EDT 2024
Tue Oct 15 01:44:18 EDT 2024
Tue Oct 15 01:44:14 EDT 2024
Fri Aug 23 04:18:29 EDT 2024
Sun Jun 02 18:51:32 EDT 2024
IsDoiOpenAccess true
IsOpenAccess true
IsPeerReviewed false
IsScholarly true
Issue 1
Language English
License This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
LinkModel DirectLink
MergedId FETCHMERGED-LOGICAL-c555t-40f2b143aeb135f5be1f4b6ba2c2d07a98a224d86114731109c078dfdbe023f63
ORCID 0000-0002-0764-6109
0000-0001-7216-2146
OpenAccessLink https://doaj.org/article/ebcd417dc17a4e90877ae5f95e4b138c
PQID 2478358645
PQPubID 237357
ParticipantIDs doaj_primary_oai_doaj_org_article_ebcd417dc17a4e90877ae5f95e4b138c
proquest_journals_2478358645
gale_infotracacademiconefile_A696726985
gale_infotracacademiconefile_A683540929
gale_businessinsightsgauss_A696726985
gale_businessinsightsgauss_A683540929
crossref_primary_10_1155_2021_8894042
hindawi_primary_10_1155_2021_8894042
PublicationCentury 2000
PublicationDate 2021-00-00
PublicationDateYYYYMMDD 2021-01-01
PublicationDate_xml – year: 2021
  text: 2021-00-00
PublicationDecade 2020
PublicationPlace New York
PublicationPlace_xml – name: New York
PublicationTitle Advances in Civil Engineering
PublicationYear 2021
Publisher Hindawi
John Wiley & Sons, Inc
Hindawi Limited
Publisher_xml – name: Hindawi
– name: John Wiley & Sons, Inc
– name: Hindawi Limited
References Xu G. H. (e_1_2_8_23_2) 2019
e_1_2_8_27_2
e_1_2_8_28_2
Xu G. H. (e_1_2_8_21_2) 2016
Mooney M. A. (e_1_2_8_13_2) 2010
Chang G. (e_1_2_8_14_2) 2011
e_1_2_8_26_2
Xing L. (e_1_2_8_6_2) 2016; 1
e_1_2_8_9_2
e_1_2_8_2_2
e_1_2_8_1_2
e_1_2_8_4_2
e_1_2_8_3_2
e_1_2_8_5_2
e_1_2_8_8_2
e_1_2_8_7_2
e_1_2_8_20_2
e_1_2_8_22_2
e_1_2_8_16_2
e_1_2_8_17_2
e_1_2_8_18_2
e_1_2_8_19_2
e_1_2_8_12_2
Aria F. (e_1_2_8_25_2) 2019
e_1_2_8_15_2
e_1_2_8_10_2
e_1_2_8_11_2
Xie Y. M. (e_1_2_8_24_2) 2019; 15
References_xml – ident: e_1_2_8_20_2
  doi: 10.1061/(asce)co.1943-7862.0000510
– volume: 1
  year: 2016
  ident: e_1_2_8_6_2
  article-title: Technology Research on Detecting the Compaction Quality of Embankment Slope in High-Speed Railway
  publication-title: Railway construction technology
  contributor:
    fullname: Xing L.
– volume-title: Dynamic Principle and Engineering Application of Subgrade Continuous Compaction Control
  year: 2016
  ident: e_1_2_8_21_2
  contributor:
    fullname: Xu G. H.
– ident: e_1_2_8_9_2
  doi: 10.1016/j.autcon.2014.04.016
– start-page: 585
  volume-title: “Correlating continuous compaction control measurements to in situ modulus-based testing for quality”
  year: 2019
  ident: e_1_2_8_25_2
  contributor:
    fullname: Aria F.
– ident: e_1_2_8_1_2
  doi: 10.1061/(asce)mt.1943-5533.0000559
– ident: e_1_2_8_8_2
  doi: 10.1007/978-981-13-0899-4_5
– ident: e_1_2_8_19_2
  doi: 10.1061/(asce)mt.1943-5533.0002522
– ident: e_1_2_8_10_2
  doi: 10.3141/2045-01
– ident: e_1_2_8_17_2
  doi: 10.1016/0002-9378(76)90154-X
– ident: e_1_2_8_15_2
  doi: 10.1155/2011/783836
– start-page: 563
  volume-title: “Continuous compaction control-mathematical models and parameter identification”
  year: 2019
  ident: e_1_2_8_23_2
  contributor:
    fullname: Xu G. H.
– volume-title: “Intelligent Soil Compaction Systems,” NCHRP Rep. 676
  year: 2010
  ident: e_1_2_8_13_2
  contributor:
    fullname: Mooney M. A.
– ident: e_1_2_8_18_2
– volume: 15
  year: 2019
  ident: e_1_2_8_24_2
  article-title: Experimental study on intelligent compaction field of soil-rock filled subgrade
  publication-title: Transportation Science & Technology
  contributor:
    fullname: Xie Y. M.
– ident: e_1_2_8_2_2
  doi: 10.1007/s11629-016-4023-2
– ident: e_1_2_8_27_2
  doi: 10.1155/2020/8850221
– ident: e_1_2_8_3_2
  doi: 10.1061/(asce)1090-0241(2006)132:1(108)
– ident: e_1_2_8_11_2
  doi: 10.1016/j.tust.2017.10.007
– ident: e_1_2_8_5_2
  doi: 10.1007/978-3-642-31671-5_11
– ident: e_1_2_8_22_2
  doi: 10.1016/j.autcon.2018.11.003
– ident: e_1_2_8_12_2
  doi: 10.1016/j.soildyn.2014.05.005
– ident: e_1_2_8_16_2
  doi: 10.1061/9780784412787.041
– ident: e_1_2_8_26_2
  doi: 10.1007/s40999-018-0348-2
– ident: e_1_2_8_7_2
  doi: 10.1111/exsy.12357
– volume-title: “Accelerated Implementation of Intelligent Compaction Technology for Embankment Subgrade Soils, Aggregate Base, and Asphalt Pavement Materials,” FHWA-IF-12-002
  year: 2011
  ident: e_1_2_8_14_2
  contributor:
    fullname: Chang G.
– ident: e_1_2_8_4_2
– ident: e_1_2_8_28_2
  doi: 10.1520/GTJ10404J
SSID ssib044728221
ssj0064069
Score 2.261164
Snippet Affected by the site construction conditions, the measurement passes of the Taihang Expressway K8 + 105 ∼ K8 + 341 (K8 worksite) in the Taihang Expressway did...
Affected by the site construction conditions, the measurement passes of the Taihang Expressway K 8 + 105 ∼ K 8 + 341 (K8 worksite) in the Taihang Expressway...
Affected by the site construction conditions, the measurement passes of the Taihang Expressway K8+105∼K8+341 (K8 worksite) in the Taihang Expressway did not...
SourceID doaj
proquest
gale
crossref
hindawi
SourceType Open Website
Aggregation Database
Publisher
SubjectTerms Analysis
Civil engineering
Compaction
Control systems
Data analysis
Highway construction
Highways
In situ measurement
Inspection
Methods
Modulus of deformation
Quality control
Quality control equipment
Quality management
Regression analysis
Roads & highways
Rocks
Sedimentation & deposition
Sensors
Soil compaction
Soil quality
Soils
Vibratory compacting
Working conditions
SummonAdditionalLinks – databaseName: Open Access Journals (Hindawi Publishing)
  dbid: RHX
  link: http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwjV3NaxQxFA-2IOhB_MTVKjlUPA12MkkmObalyyrUQ7Wwt5BPXayz0tmh9L_3vUx229rDehnY8HjD5H2_zfuFkH3No7Nt4yu8vbriyqXKQSComE6OIX4I8zicfPpVzs75l7mYF5Ck_v5f-BDtsDyvPymlOejXDtlRCu3vbDZfqw3nLZ6F3JzskDjMiXWWVOiAlVyfd_-H151IlAH7N2754U8siK8W9xx0jjrTp-RJSRfp4SjfZ-RB7J6Tx7dABF-QIZt0Hk-gIyLGNf3cjROUsHSar4imy0S_LRcX1Rn4PzrFAcBAT3472_3C9iA9gmAGRB1FtKpFNyyHnt7iezweaKc3jfiX5Hx68v14VpXLFCovhFhBnZiYg-TIgnNuRBIu1ok76SzzLBy0VisL0TwoCQVS2yAOqYfsIaTgIoT1JJtXZLdbdvE1oVAxIU9dq8i4ZVGHAGnLgfdNCA6WJ-TDemPNnxEzw-RaQwiDAjBFABNyhLu-oUGk67wA0jfFcEx0PvC6Db5uLY8a8QttFEmLyOFDlIeXocxMubMTHj12Nfofduh7cyhzYwtywG10WragrUpMyMdMh_a9urTeljEF-HREyrrDcRvlDc_9olBb9mNvrW2meJLeMI69OSW5ePN_XN6SR_hzbBPtkd3V5RDfQeK0cu-z2fwFcYAOsQ
  priority: 102
  providerName: Hindawi Publishing
– databaseName: ProQuest Central
  dbid: BENPR
  link: http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwhV3db9MwELegExI8ID5FYSA_DPEUrXVsx3lC69RqIG1Cg0l7s_yVrQKS0TRC_PfcOU67CYm-5ME5XRXb99m73xFyUPJgTZG7DKdXZ1zZKrNgCDJWVpYhfghz2Jx8eiZPLvjnS3GZEm5tKqscdGJU1L5xmCM_ZBxzFEpy8fHmV4ZTo_Df1TRC4z7ZYxApTEZkbzY_-3I-3CjOCyyT3BR9SOzzxBBMKtTNSg6l8EJgFmB6qFTJJ5zdMVIRy3-jsR9cY6z8e_mP7o4GafGEPE6eJD3qj_4puRfqZ-TRLXzB56SL0h47F2gPlvGHfqr75kpYOo3To2lT0a_N8kd2DqqRLrA30NP5T2vq75g5pDOwc0BUUwSyWtZd07X0Ft_jvtadbnP0L8jFYv7t-CRLcxYyJ4RYQwhZMQt-kwG9nYtK2DCtuJXWMMf8pDClMmDovZIQOxU5QpQ6cCx85W0Ai1_J_CUZ1U0dXhEKwRTyLKcqMG5YKL0Hj2biXO69heUxeT9srL7p4TR0DEOE0HgAOh3AmMxw1zc0CIIdF5rVlU4ypYN1nk8L76aF4aFEaEMTRFWKwOFDlIMfwzPTaZwnPFpMeLRXpmtbfSRjzgvcw110pSzgIisxJh8iHYr-emWcSR0M8OkIonWH4y7KLc-DdKF27Mf-cNt0UjKt3orE6_-_fkMeIrM-c7RPRutVF96CL7W275LA_AVRAxpa
  priority: 102
  providerName: ProQuest
Title Compaction Quality Inspection Method of Soil-Rock Filled Embankment Based on Continuous Compaction Control Technology
URI https://dx.doi.org/10.1155/2021/8894042
https://www.proquest.com/docview/2478358645
https://doaj.org/article/ebcd417dc17a4e90877ae5f95e4b138c
Volume 2021
hasFullText 1
inHoldings 1
isFullTextHit
isPrint
link http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwrV1LbxMxELagCAkOiKcIlMiHIk6rZr221z42VUJASoUClXKz_FoaARvUzQpx4bcz492kqTjkwsUHa-RNxuN5aeYbQk40j86Whc9wenXGlasyB4YgY7pyDPFDmMfm5PmFnF3yj0ux3Bv1hTVhHTxwx7jT6HzgeRl8XloeNeLX2SgqLSJ3eaF80r4jvRdMgSRxXmJ55K7YQ2J_J4ZeUqFOVnJbAi8ERv_5qVKajzi7ZZwShv9OU9-_whj51-ofnZ0M0fQxedR7kPSs--VPyJ1YPyUP93AFn5E2vfLUsUA7kIzf9EPdNVXC1jxNjabrin5er75nC1CJdIo9gYFOfjhbf8OMIR2DfQOimiKA1apu121D984972rc6U1u_jm5nE6-nM-yfr5C5oUQGwgdK-bAX7KgrwtRCRfzijvpLPMsjEqrlQUDH5SEmKksEJrUg0MRquAiWPpKFi_IUb2u40tCIYjCM3WuIuOWRR0CeDIj74sQHGwPyNstY83PDkbDpPBDCIMXYPoLGJAxcn1Hg-DXaQNEwvQiYQ6JBHwM78z0YzxhaTDR0Xy1bdOYM5lyXeAWHqLTsgQBVmJA3iU6fPKba-tt37kAfx3Bs26deIjy5syTXqAO8ON4K22mVy6NYRzTdUpy8ep_sOs1eYCf7PJKx-Roc93GN-BpbdyQ3FXT90Nybzy5-LQYpicG6_zPBNbFbPkXQ_wnHA
link.rule.ids 315,783,787,866,867,880,881,2109,4031,12777,21400,27935,27936,27937,33385,33756,43612,43817,74369,74636
linkProvider Directory of Open Access Journals
linkToHtml http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwhV1Lb9QwELagCFEOiKe6UMCHIk5RN4ntOCfUVl220O0BWqk3y6-UFZCUzUaIf8-M4-y2QmIvOTijWcX2PHfmG0L2SuaNLnKb4PTqhElTJQYMQZKVlckQPySz2Jw8OxPTC_bpkl_GhFsbyyoHnRgUtWss5sj3M4Y5CikY_3D9K8GpUfjvahyhcZfcYznYauwUn3wc7hNjBRZJrko-BHZ5YgAmJGpmKYZCeM4xB5DuS1myMctumaiA5L_S1_e_YaT8e_6P5g7maPKYPIp-JD3oD_4JuePrp-ThDXTBZ6QLsh76FmgPlfGHntR9ayUszcLsaNpU9Gsz_5F8AcVIJ9gZ6OjxT6Pr75g3pIdg5YCopghjNa-7pmvpDb5HfaU7XWfon5OLyfH50TSJUxYSyzlfQgBZZQa8Jg1aO-cVNz6tmBFGZzZz40KXUoOZd1JA5FTkCFBqwa1wlTMe7H0l8hdkq25qv0MohFLIs0ylz5jOfOkc-DNja3PnDCyPyLthY9V1D6ahQhDCucIDUPEARuQQd31FgxDYYaFZXKkoUcob61haOJsWmvkSgQ2151XJPYMPkRZ-DM9MxWGe8Ggx3dFe6a5t1YEIGS9wDjfRlaKAayz5iLwPdCj4y4W2OvYvwKcjhNYtjpso1zz34oXasB-7w21TUcW0ai0QL___-i15MD2fnarTk7PPr8g2Mu5zSLtka7no_GvwqpbmTRCdv__uG-U
linkToPdf http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwhV1Lb9QwELagCAQHxFMsFPChiFO0m8R2nBNqS0MLtEJApd4sv1JWQFI2GyH-PTOOs9sKib3k4Iy8ij3vnfmGkJ2SeaOL3CY4vTph0tSJAUOQZGVtMsQPySw2Jx-fiMNT9v6Mn8X6py6WVY46MShq11rMkU8zhjkKKRif1rEs4tPb6s3FrwQnSOE_rXGcxnVyA6yiQA6X1buRtxgrsGByVf4hsOMTgzEhUUtLMRbFc475gHQqZclmLLtirgKq_0p33_yGUfPv-T9aPJim6h65G31KujswwX1yzTcPyJ1LSIMPSR_kPvQw0AE24w89aoY2S1g6DnOkaVvTL-38R_IZlCStsEvQ0YOfRjffMYdI98DiAVFDEdJq3vRt39FL--4PVe90na1_RE6rg6_7h0mcuJBYzvkSgsk6M-BBadDgOa-58WnNjDA6s5mbFbqUGky-kwKiqCJHsFILLoarnfFg-2uRPyZbTdv4J4RCWIV7lqn0GdOZL50D32Zmbe6cgeUJeTUerLoYgDVUCEg4V3gBKl7AhOzhqa9oEA47LLSLcxWlS3ljHUsLZ9NCM18iyKH2vC65Z_Ah0sKP4Z2pONgTHh2mPrpz3Xed2hUh-wWO4ia6UhTA0pJPyOtAh0pgudBWx14G-HSE07qy4ybK9Z47kaE2nMf2yG0qqptOrYXj6f9fvyS3QGrUx6OTD8_Ibdx3SCdtk63lovfPwcFamhdBcv4CthsgIw
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=Compaction+Quality+Inspection+Method+of+Soil-Rock+Filled+Embankment+Based+on+Continuous+Compaction+Control+Technology&rft.jtitle=Advances+in+civil+engineering&rft.au=Zhuoling+He&rft.au=Junyun+Zhang&rft.date=2021&rft.pub=Hindawi+Limited&rft.issn=1687-8086&rft.eissn=1687-8094&rft.volume=2021&rft_id=info:doi/10.1155%2F2021%2F8894042&rft.externalDBID=DOA&rft.externalDocID=oai_doaj_org_article_ebcd417dc17a4e90877ae5f95e4b138c
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=1687-8086&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=1687-8086&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=1687-8086&client=summon