Centrifuge modeling of the geotextile reinforced slope subject to drawdown
Geotextile is an effective reinforcement approach of slopes that experiences various loads such as drawdown. The geotextile reinforcement mechanism is essential to effectively evaluate the safety of geotextile-reinforced slopes under drawdown conditions. A series of drawdown centrifuge model tests w...
Saved in:
| Published in | Geotextiles and geomembranes Vol. 46; no. 1; pp. 11 - 21 |
|---|---|
| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
| Published |
Essex
Elsevier Ltd
01.02.2018
Elsevier BV |
| Subjects | |
| Online Access | Get full text |
Cover
Loading…
| Abstract | Geotextile is an effective reinforcement approach of slopes that experiences various loads such as drawdown. The geotextile reinforcement mechanism is essential to effectively evaluate the safety of geotextile-reinforced slopes under drawdown conditions. A series of drawdown centrifuge model tests were performed to investigate the deformation and failure behaviors of slopes reinforced with different geotextile layouts. The deformation and failure of unreinforced and reinforced slopes were compared and the geotextile reinforcement was indicated to significantly increase the safety limit and the ductility, reduce the displacement, and change the failure feature of slopes under drawdown conditions. The slopes exhibited remarkable progressive failure, downward from the slope top, under drawdown conditions. The progressive failure was induced by coupling of deformation localization and local failure based on full-field measurements of displacement of slopes subjected to drawdown. The geotextile reinforced the slope by decreasing and uniformizing the slope deformation by the soil-geotextile interaction. Through geotextile displacement analysis, the geotextile-reinforced slope was divided into the anchoring zone and the restricting zone by a boundary that was independent of the decrease of water level. The geotextile restrained the soil in the anchoring zone and the soil restrained the geotextile in the restricting zone. The reinforcement effect was distinct only when the geotextile was long enough to cross the slip surface of the unreinforced slope under drawdown conditions. |
|---|---|
| AbstractList | Geotextile is an effective reinforcement approach of slopes that experiences various loads such as drawdown. The geotextile reinforcement mechanism is essential to effectively evaluate the safety of geotextile-reinforced slopes under drawdown conditions. A series of drawdown centrifuge model tests were performed to investigate the deformation and failure behaviors of slopes reinforced with different geotextile layouts. The deformation and failure of unreinforced and reinforced slopes were compared and the geotextile reinforcement was indicated to significantly increase the safety limit and the ductility, reduce the displacement, and change the failure feature of slopes under drawdown conditions. The slopes exhibited remarkable progressive failure, downward from the slope top, under drawdown conditions. The progressive failure was induced by coupling of deformation localization and local failure based on full-field measurements of displacement of slopes subjected to drawdown. The geotextile reinforced the slope by decreasing and uniformizing the slope deformation by the soil-geotextile interaction. Through geotextile displacement analysis, the geotextile-reinforced slope was divided into the anchoring zone and the restricting zone by a boundary that was independent of the decrease of water level. The geotextile restrained the soil in the anchoring zone and the soil restrained the geotextile in the restricting zone. The reinforcement effect was distinct only when the geotextile was long enough to cross the slip surface of the unreinforced slope under drawdown conditions. |
| Author | Zhang, Ga Ma, Changhui Liu, Yang Luo, Fangyue |
| Author_xml | – sequence: 1 givenname: Fangyue surname: Luo fullname: Luo, Fangyue email: luofy14@mails.tsinghua.edu.cn – sequence: 2 givenname: Ga surname: Zhang fullname: Zhang, Ga email: zhangga@tsinghua.edu.cn – sequence: 3 givenname: Yang surname: Liu fullname: Liu, Yang email: 693138868@qq.com – sequence: 4 givenname: Changhui surname: Ma fullname: Ma, Changhui email: 513632660@qq.com |
| BookMark | eNqNkLtOAzEQRS0UJJLAN2CJehfb-7ILiijiKSQaqC2vPRu82qyD7RD4exwFUdCAppjmnjuaM0OT0Y2A0DklOSW0vuzzFbgIH2tY54zQJiciJ4QeoSnljciKipcTNCWsrjNKy_IEzULoCSFlI_gUPSxhjN522xXgtTMw2HGFXYfjK-BDb7QDYA927JzXYHAY3AZw2LY96Iijw8arnXG78RQdd2oIcPa95-jl5vp5eZc9Pt3eLxePmS44ixnnVQGi5qIlRgtSMFPVRSdaVrTa0JYSlsYoVTRdo7qqZC1l0GjKWV2puoFiji4OvRvv3rYQouzd1o_ppKRCEM4EK6uUujqktHcheOiktlFF69K7yg6SErnXJ3v5o0_u9UkiZNKX-OYXv_F2rfznP8jFgYQk4d2Cl0FbGJM765MyaZz9s-MLMw6STA |
| CitedBy_id | crossref_primary_10_1155_2022_4158265 crossref_primary_10_1061__ASCE_GM_1943_5622_0001903 crossref_primary_10_1007_s10064_022_02893_8 crossref_primary_10_1016_j_gsf_2022_101493 crossref_primary_10_1016_j_powtec_2024_120341 crossref_primary_10_1007_s11440_019_00825_7 crossref_primary_10_48084_etasr_5481 crossref_primary_10_1007_s10706_022_02311_6 crossref_primary_10_1016_j_geotexmem_2020_03_003 crossref_primary_10_1016_j_sandf_2024_101561 crossref_primary_10_3390_s19071591 crossref_primary_10_3390_su12052092 crossref_primary_10_1016_j_geotexmem_2018_08_006 crossref_primary_10_1061_IJGNAI_GMENG_8737 crossref_primary_10_1007_s12517_022_11052_y crossref_primary_10_3390_buildings14092680 crossref_primary_10_1016_j_geotexmem_2017_12_004 crossref_primary_10_1016_j_conbuildmat_2021_124587 crossref_primary_10_1680_jphmg_21_00093 crossref_primary_10_1016_j_jrmge_2020_02_006 crossref_primary_10_1061_IJGNAI_GMENG_8252 crossref_primary_10_1007_s11356_024_33914_6 crossref_primary_10_1007_s11440_021_01195_9 crossref_primary_10_1016_j_geotexmem_2018_12_004 crossref_primary_10_1007_s10064_020_01723_z crossref_primary_10_1007_s11440_020_01010_x crossref_primary_10_1016_j_engfailanal_2022_106939 crossref_primary_10_1155_2020_9575307 crossref_primary_10_54097_hset_v11i_1373 crossref_primary_10_1061__ASCE_GM_1943_5622_0001399 |
| Cites_doi | 10.1061/(ASCE)GT.1943-5606.0000312 10.1016/j.geotexmem.2016.06.006 10.1080/1064119X.2013.784835 10.1680/gein.13.00004 10.1016/j.enggeo.2012.07.020 10.1016/j.compgeo.2012.09.009 10.1680/gein.2012.19.1.62 10.1061/(ASCE)GT.1943-5606.0001602 10.1680/gein.12.00017 10.1680/jgein.15.00026 10.1139/cgj-2013-0448 10.1016/j.compgeo.2014.08.012 10.1007/s12665-014-3205-x 10.1016/S0266-1144(97)10006-1 10.1016/j.geotexmem.2014.11.003 10.1016/S0266-352X(00)00032-X 10.1016/j.geotexmem.2010.11.002 10.3208/sandf.51.297 10.1016/j.geotexmem.2012.10.004 10.1680/jgein.15.00022 10.1016/j.enggeo.2010.03.004 10.1016/j.enggeo.2014.09.002 10.1016/j.enggeo.2009.03.003 10.1016/j.compgeo.2016.03.006 10.1139/cgj-2014-0055 10.1680/jgein.15.00031 10.1016/j.geotexmem.2015.07.007 10.1016/j.geotexmem.2009.09.001 10.1007/s12665-017-6473-4 10.1016/j.geotexmem.2011.07.003 10.1016/j.geotexmem.2013.02.005 10.1016/j.geotexmem.2012.06.001 10.1016/j.geotexmem.2013.01.001 10.1016/j.enggeo.2012.09.011 10.1016/j.geotexmem.2014.06.004 10.1007/s12665-016-5802-3 10.3208/sandf.49.75 10.1139/cgj-2013-0255 10.1016/j.geotexmem.2015.09.001 10.1016/j.measurement.2008.04.002 |
| ContentType | Journal Article |
| Copyright | 2017 Elsevier Ltd Copyright Elsevier BV Feb 2018 |
| Copyright_xml | – notice: 2017 Elsevier Ltd – notice: Copyright Elsevier BV Feb 2018 |
| DBID | AAYXX CITATION 8FD FR3 KR7 |
| DOI | 10.1016/j.geotexmem.2017.09.001 |
| DatabaseName | CrossRef Technology Research Database Engineering Research Database Civil Engineering Abstracts |
| DatabaseTitle | CrossRef Technology Research Database Civil Engineering Abstracts Engineering Research Database |
| DatabaseTitleList | Technology Research Database |
| DeliveryMethod | fulltext_linktorsrc |
| Discipline | Economics Engineering |
| EISSN | 1879-3584 |
| EndPage | 21 |
| ExternalDocumentID | 10_1016_j_geotexmem_2017_09_001 S0266114417301334 |
| GroupedDBID | --K --M .-4 ..I .~1 0R~ 1B1 1~. 1~5 29H 4.4 457 4G. 5GY 5VS 7-5 71M 8P~ 9JN AABXZ AACTN AAEDT AAEDW AAEPC AAIAV AAIKJ AAKOC AALRI AAOAW AAQFI AAQXK AAXUO ABMAC ABQEM ABQYD ABXDB ABXRA ABYKQ ACDAQ ACGFS ACIWK ACLVX ACNNM ACRLP ACSBN ADBBV ADEZE ADHUB ADMUD ADTZH AEBSH AECPX AEKER AENEX AEZYN AFKWA AFRZQ AFTJW AGHFR AGUBO AGYEJ AHHHB AHJVU AIEXJ AIKHN AITUG AJBFU AJOXV ALMA_UNASSIGNED_HOLDINGS AMFUW AMRAJ ASPBG ATOGT AVWKF AXJTR AZFZN BJAXD BKOJK BLXMC CS3 DU5 E.L EBS EFJIC EFLBG EJD EO8 EO9 EP2 EP3 FDB FEDTE FGOYB FIRID FNPLU FYGXN G-2 G-Q GBLVA HVGLF HZ~ IHE IMUCA J1W JJJVA KOM LY7 M41 MAGPM MO0 N9A O-L O9- OAUVE OZT P-8 P-9 P2P PC. Q38 R2- RIG ROL RPZ SDF SDG SDP SES SET SEW SPC SPCBC SSE SSM SST SSZ T5K WUQ ZMT ~G- AATTM AAXKI AAYWO AAYXX ABJNI ABWVN ACRPL ACVFH ADCNI ADNMO AEIPS AEUPX AFJKZ AFPUW AFXIZ AGCQF AGQPQ AGRNS AIGII AIIUN AKBMS AKRWK AKYEP ANKPU APXCP BNPGV CITATION SSH 8FD EFKBS FR3 KR7 |
| ID | FETCH-LOGICAL-c382t-8853e9689b0dc9032d563f9b23bcd1b102020daa37f7af542b12e7c18265a67e3 |
| IEDL.DBID | .~1 |
| ISSN | 0266-1144 |
| IngestDate | Mon Jul 14 10:32:28 EDT 2025 Tue Jul 01 03:25:19 EDT 2025 Thu Apr 24 22:51:50 EDT 2025 Fri Feb 23 02:19:41 EST 2024 |
| IsPeerReviewed | true |
| IsScholarly | true |
| Issue | 1 |
| Keywords | Reinforcement Geosynthetics Geotextile Centrifuge model test Drawdown Slope |
| Language | English |
| LinkModel | DirectLink |
| MergedId | FETCHMERGED-LOGICAL-c382t-8853e9689b0dc9032d563f9b23bcd1b102020daa37f7af542b12e7c18265a67e3 |
| Notes | ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 14 |
| PQID | 1990829245 |
| PQPubID | 2045473 |
| PageCount | 11 |
| ParticipantIDs | proquest_journals_1990829245 crossref_citationtrail_10_1016_j_geotexmem_2017_09_001 crossref_primary_10_1016_j_geotexmem_2017_09_001 elsevier_sciencedirect_doi_10_1016_j_geotexmem_2017_09_001 |
| ProviderPackageCode | CITATION AAYXX |
| PublicationCentury | 2000 |
| PublicationDate | 2018-02-01 |
| PublicationDateYYYYMMDD | 2018-02-01 |
| PublicationDate_xml | – month: 02 year: 2018 text: 2018-02-01 day: 01 |
| PublicationDecade | 2010 |
| PublicationPlace | Essex |
| PublicationPlace_xml | – name: Essex |
| PublicationTitle | Geotextiles and geomembranes |
| PublicationYear | 2018 |
| Publisher | Elsevier Ltd Elsevier BV |
| Publisher_xml | – name: Elsevier Ltd – name: Elsevier BV |
| References | Ozer, Bromwell (bib18) 2012; 151 Zhang, Zhang (bib39) 2009; 49 Mehrjardi, Ghanbari, Mehdizadeh (bib17) 2016; 44 Stark, Jafari, Leopold, Brandon (bib29) 2014; 51 Hu, Zhang, Zhang, Lee (bib8) 2010; 28 Srbulov (bib27) 2001; 28 Turker, Sadoglu, Cure, Uzuner (bib32) 2014; 51 Vandamme, Zou (bib33) 2013; 48 Palmeira, Tatto (bib19) 2014; 43 Wang, Zhang, Zhang, Liang (bib34) 2012; 147 Yang, Zornberg, Liu, Lin (bib36) 2012; 19 Akay, Ozer, Fox, Bartlett, Arellano (bib1) 2013; 37 Chen, Chi, Fon (bib3) 2012; 19 Liang, Jaksa, Ostendorf, Kuo (bib14) 2015; 63 Sandri (bib26) 1997; 15 Thuo, Yang, Huang (bib31) 2015; 22 Jia, Zhan, Chen, Fredlund (bib11) 2009; 106 Luo, Zhang (bib15) 2016; 75 Kaunda (bib13) 2010; 114 Zhang, Luo (bib38) 2017; 76 Zhang, Qian, Wang, Zhang (bib40) 2011; 51 Jian, Xu, Yang, Wang (bib12) 2014; 72 Huang (bib9) 2014; 42 Wang, Zhang, Zhang (bib35) 2011; 29 Rajabian, Viswanadham (bib24) 2016; 23 Costa, Zornberg, Bueno, Costa (bib5) 2016; 44 Gao, Zhu, Zhang, Lei, Qin (bib7) 2014; 51 Stark, Jafari, Zhindon, Baghdady (bib30) 2017; 143 Mehdipour, Ghazavi, Moayed (bib16) 2013; 37 Indraratna, Nimbalkar, Christie, Rujikiatkamjorn, Vinod (bib10) 2010; 136 Zhang, Hu, Zhang (bib37) 2009; 42 Raisinghani, Viswanadham (bib23) 2011; 29 Cheng, Yamamoto, Thoeni (bib4) 2016; 76 Pamuk, Zimmie, Adalier, Mahmud (bib20) 2015; 33 Gao, Yang, Zhang, Leshchinsky (bib6) 2016; 44 Srilatha, Latha, Puttappa (bib28) 2012; 36 Portelinha, Bueno, Zornberg (bib22) 2013; 20 Piccinini, Berti, Simoni, Bernardi, Ghirotti, Gargini (bib21) 2014; 183 Rajabian, Viswanadham, Ghiassian, Salehzadeh (bib25) 2012; 34 Bhattacherjee, Viswanadham (bib2) 2015; 22 Mehdipour (10.1016/j.geotexmem.2017.09.001_bib16) 2013; 37 Vandamme (10.1016/j.geotexmem.2017.09.001_bib33) 2013; 48 Zhang (10.1016/j.geotexmem.2017.09.001_bib40) 2011; 51 Pamuk (10.1016/j.geotexmem.2017.09.001_bib20) 2015; 33 Turker (10.1016/j.geotexmem.2017.09.001_bib32) 2014; 51 Indraratna (10.1016/j.geotexmem.2017.09.001_bib10) 2010; 136 Raisinghani (10.1016/j.geotexmem.2017.09.001_bib23) 2011; 29 Hu (10.1016/j.geotexmem.2017.09.001_bib8) 2010; 28 Wang (10.1016/j.geotexmem.2017.09.001_bib34) 2012; 147 Luo (10.1016/j.geotexmem.2017.09.001_bib15) 2016; 75 Piccinini (10.1016/j.geotexmem.2017.09.001_bib21) 2014; 183 Thuo (10.1016/j.geotexmem.2017.09.001_bib31) 2015; 22 Jia (10.1016/j.geotexmem.2017.09.001_bib11) 2009; 106 Srilatha (10.1016/j.geotexmem.2017.09.001_bib28) 2012; 36 Cheng (10.1016/j.geotexmem.2017.09.001_bib4) 2016; 76 Jian (10.1016/j.geotexmem.2017.09.001_bib12) 2014; 72 Rajabian (10.1016/j.geotexmem.2017.09.001_bib24) 2016; 23 Zhang (10.1016/j.geotexmem.2017.09.001_bib37) 2009; 42 Ozer (10.1016/j.geotexmem.2017.09.001_bib18) 2012; 151 Zhang (10.1016/j.geotexmem.2017.09.001_bib38) 2017; 76 Bhattacherjee (10.1016/j.geotexmem.2017.09.001_bib2) 2015; 22 Stark (10.1016/j.geotexmem.2017.09.001_bib30) 2017; 143 Zhang (10.1016/j.geotexmem.2017.09.001_bib39) 2009; 49 Wang (10.1016/j.geotexmem.2017.09.001_bib35) 2011; 29 Liang (10.1016/j.geotexmem.2017.09.001_bib14) 2015; 63 Huang (10.1016/j.geotexmem.2017.09.001_bib9) 2014; 42 Yang (10.1016/j.geotexmem.2017.09.001_bib36) 2012; 19 Portelinha (10.1016/j.geotexmem.2017.09.001_bib22) 2013; 20 Gao (10.1016/j.geotexmem.2017.09.001_bib7) 2014; 51 Kaunda (10.1016/j.geotexmem.2017.09.001_bib13) 2010; 114 Rajabian (10.1016/j.geotexmem.2017.09.001_bib25) 2012; 34 Stark (10.1016/j.geotexmem.2017.09.001_bib29) 2014; 51 Akay (10.1016/j.geotexmem.2017.09.001_bib1) 2013; 37 Gao (10.1016/j.geotexmem.2017.09.001_bib6) 2016; 44 Costa (10.1016/j.geotexmem.2017.09.001_bib5) 2016; 44 Mehrjardi (10.1016/j.geotexmem.2017.09.001_bib17) 2016; 44 Chen (10.1016/j.geotexmem.2017.09.001_bib3) 2012; 19 Sandri (10.1016/j.geotexmem.2017.09.001_bib26) 1997; 15 Palmeira (10.1016/j.geotexmem.2017.09.001_bib19) 2014; 43 Srbulov (10.1016/j.geotexmem.2017.09.001_bib27) 2001; 28 |
| References_xml | – volume: 28 start-page: 255 year: 2001 end-page: 268 ident: bib27 article-title: Analyses of stability of geogrid reinforced steep slopes and retaining walls publication-title: Comput. Geotech. – volume: 37 start-page: 23 year: 2013 end-page: 34 ident: bib16 article-title: Numerical study on stability analysis of geocell reinforced slopes by considering the bending effect publication-title: Geotext. Geomem. – volume: 29 start-page: 567 year: 2011 end-page: 580 ident: bib23 article-title: Centrifuge model study on low permeable slope reinforced by hybrid geosynthetics publication-title: Geotext. Geomem. – volume: 44 start-page: 133 year: 2016 end-page: 142 ident: bib6 article-title: Three-dimensional reinforced slopes: evaluation of required reinforcement strength and embedment length using limit analysis publication-title: Geotext. Geomem. – volume: 28 start-page: 12 year: 2010 end-page: 22 ident: bib8 article-title: Centrifuge modeling of geotextile-reinforced cohesive slopes publication-title: Geotext. Geomem. – volume: 20 start-page: 90 year: 2013 end-page: 104 ident: bib22 article-title: Performance of nonwoven geotextile-reinforced walls under wetting conditions: laboratory and field investigations publication-title: Geosynth. Int. – volume: 75 start-page: 973 year: 2016 ident: bib15 article-title: Progressive failure behavior of cohesive soil slopes under water drawdown conditions publication-title: Environ. Earth Sci. – volume: 76 start-page: 151 year: 2017 ident: bib38 article-title: Simplified stability analysis of strain-softening slopes under drawdown conditions publication-title: Environ. Earth Sci. – volume: 72 start-page: 2999 year: 2014 end-page: 3013 ident: bib12 article-title: Mechanism and failure process of qianjiangping landslide in the three Gorges reservoir, China publication-title: Environ. Earth Sci. – volume: 44 start-page: 188 year: 2016 end-page: 200 ident: bib5 article-title: Centrifuge evaluation of the time-dependent behavior of geotextile-reinforced soil walls publication-title: Geotext. Geomem. – volume: 22 start-page: 411 year: 2015 end-page: 427 ident: bib2 article-title: Numerical studies on the performance of hybrid-geosynthetic-reinforced soil slopes subjected to rainfall publication-title: Geosynth. Int. – volume: 51 start-page: 1355 year: 2014 end-page: 1364 ident: bib7 article-title: Stability analysis of three-dimensional slopes under water drawdown conditions publication-title: Can. Geotech. J. – volume: 23 start-page: 36 year: 2016 end-page: 47 ident: bib24 article-title: Behaviour of anchored geosynthetic-reinforced slopes subjected to seepage in a geotechnical centrifuge publication-title: Geosynth. Int. – volume: 37 start-page: 81 year: 2013 end-page: 98 ident: bib1 article-title: Behavior of sandy slopes remediated by EPS-block geofoam under seepage flow publication-title: Geotext. Geomem. – volume: 76 start-page: 170 year: 2016 end-page: 183 ident: bib4 article-title: Numerical study on stress states and fabric anisotropies in soilbags using the DEM publication-title: Comput. Geotech. – volume: 48 start-page: 9 year: 2013 end-page: 20 ident: bib33 article-title: Investigation of slope instability induced by seepage and erosion by a particle method publication-title: Comput. Geotech. – volume: 19 start-page: 62 year: 2012 end-page: 78 ident: bib36 article-title: Stress distribution and development within geosynthetic-reinforced soil slopes publication-title: Geosynth. Int. – volume: 36 start-page: 27 year: 2012 end-page: 32 ident: bib28 article-title: Effect of frequency on seismic response of reinforced soil slopes in shaking table tests publication-title: Geotext. Geomem. – volume: 136 start-page: 907 year: 2010 end-page: 917 ident: bib10 article-title: Field assessment of the performance of a ballasted railtrack with and without geosynthetics publication-title: J. Geotech. Geoenviron. Eng. – volume: 51 start-page: 869 year: 2014 end-page: 895 ident: bib32 article-title: Bearing capacity of eccentrically loaded strip footings close to geotextile-reinforced sand slope publication-title: Can. Geotech. J. – volume: 106 start-page: 92 year: 2009 end-page: 103 ident: bib11 article-title: Performance of a large-scale slope model subjected to rising and lowering water levels publication-title: Eng. Geol. – volume: 143 start-page: 04016093 year: 2017 ident: bib30 article-title: Unsaturated and transient seepage analysis of San Luis Dam publication-title: J. Geotech. Geoenviron. Eng. – volume: 51 start-page: 297 year: 2011 end-page: 305 ident: bib40 article-title: Centrifuge model test study of rainfall-induced deformation of cohesive soil slopes publication-title: Soils Found. – volume: 44 start-page: 862 year: 2016 end-page: 871 ident: bib17 article-title: Experimental study on the behaviour of geogrid-reinforced slopes with respect to aggregate size publication-title: Geotext. Geomem. – volume: 19 start-page: 306 year: 2012 end-page: 318 ident: bib3 article-title: Model tests for anchored geosynthetic slope systems under dry and seepage conditions publication-title: Geosynth. Int. – volume: 63 start-page: 83 year: 2015 end-page: 98 ident: bib14 article-title: Influence of river level fluctuations and climate on riverbank stability publication-title: Comput. Geotech. – volume: 43 start-page: 46 year: 2014 end-page: 55 ident: bib19 article-title: Behaviour of geotextile filters in armoured slopes subjected to the action of waves publication-title: Geotext. Geomem. – volume: 147 start-page: 52 year: 2012 end-page: 56 ident: bib34 article-title: Experimental study on heterogeneous slope responses to drawdown publication-title: Eng. Geol. – volume: 42 start-page: 394 year: 2014 end-page: 404 ident: bib9 article-title: Force equilibrium-based finite displacement analyses for reinforced slopes: formulation and verification publication-title: Geotext. Geomem. – volume: 15 start-page: 235 year: 1997 end-page: 253 ident: bib26 article-title: A performance summary of reinforced soil structures in the greater Los Angeles area after the Northridge earthquake publication-title: Geotext. Geomem. – volume: 151 start-page: 89 year: 2012 end-page: 99 ident: bib18 article-title: Stability assessment of an earth dam on silt/clay tailings foundation: a case study publication-title: Eng. Geol. – volume: 51 start-page: 858 year: 2014 end-page: 868 ident: bib29 article-title: Soil compressibility in transient unsaturated seepage analyses publication-title: Can. Geotech. J. – volume: 183 start-page: 276 year: 2014 end-page: 289 ident: bib21 article-title: Slope stability and groundwater flow system in the area of Lizzano in Belvedere (Northern Apennines, Italy) publication-title: Eng. Geol. – volume: 114 start-page: 1 year: 2010 end-page: 9 ident: bib13 article-title: A linear regression framework for predicting subsurface geometries and displacement rates in deep-seated, slow-moving landslides publication-title: Eng. Geol. – volume: 33 start-page: 58 year: 2015 end-page: 66 ident: bib20 article-title: Ocean rise instability in coastal clay slopes and possible countermeasures: a centrifuge modeling study publication-title: Mar. Geores. Geotechnol. – volume: 29 start-page: 222 year: 2011 end-page: 232 ident: bib35 article-title: Centrifuge model tests of geotextile-reinforced soil embankments during an earthquake publication-title: Geotext. Geomem. – volume: 42 start-page: 87 year: 2009 end-page: 96 ident: bib37 article-title: New image-analysis-based displacement-measurement system for geotechnical centrifuge modeling tests publication-title: Measurement – volume: 22 start-page: 457 year: 2015 end-page: 474 ident: bib31 article-title: Infiltration into unsaturated reinforced slopes with nonwoven geotextile drains sandwiched in sand layers publication-title: Geosynth. Int. – volume: 49 start-page: 75 year: 2009 end-page: 84 ident: bib39 article-title: Large-scale monotonic and cyclic tests of interface between geotextile and gravelly soil publication-title: Soils Found. – volume: 34 start-page: 144 year: 2012 end-page: 157 ident: bib25 article-title: Centrifuge model studies on anchored geosynthetic slopes for coastal shore protection publication-title: Geotext. Geomem. – volume: 136 start-page: 907 issue: 7 year: 2010 ident: 10.1016/j.geotexmem.2017.09.001_bib10 article-title: Field assessment of the performance of a ballasted railtrack with and without geosynthetics publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)GT.1943-5606.0000312 – volume: 44 start-page: 862 issue: 6 year: 2016 ident: 10.1016/j.geotexmem.2017.09.001_bib17 article-title: Experimental study on the behaviour of geogrid-reinforced slopes with respect to aggregate size publication-title: Geotext. Geomem. doi: 10.1016/j.geotexmem.2016.06.006 – volume: 33 start-page: 58 issue: 1 year: 2015 ident: 10.1016/j.geotexmem.2017.09.001_bib20 article-title: Ocean rise instability in coastal clay slopes and possible countermeasures: a centrifuge modeling study publication-title: Mar. Geores. Geotechnol. doi: 10.1080/1064119X.2013.784835 – volume: 20 start-page: 90 issue: 2 year: 2013 ident: 10.1016/j.geotexmem.2017.09.001_bib22 article-title: Performance of nonwoven geotextile-reinforced walls under wetting conditions: laboratory and field investigations publication-title: Geosynth. Int. doi: 10.1680/gein.13.00004 – volume: 147 start-page: 52 year: 2012 ident: 10.1016/j.geotexmem.2017.09.001_bib34 article-title: Experimental study on heterogeneous slope responses to drawdown publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2012.07.020 – volume: 48 start-page: 9 year: 2013 ident: 10.1016/j.geotexmem.2017.09.001_bib33 article-title: Investigation of slope instability induced by seepage and erosion by a particle method publication-title: Comput. Geotech. doi: 10.1016/j.compgeo.2012.09.009 – volume: 19 start-page: 62 issue: 1 year: 2012 ident: 10.1016/j.geotexmem.2017.09.001_bib36 article-title: Stress distribution and development within geosynthetic-reinforced soil slopes publication-title: Geosynth. Int. doi: 10.1680/gein.2012.19.1.62 – volume: 143 start-page: 04016093 issue: 2 year: 2017 ident: 10.1016/j.geotexmem.2017.09.001_bib30 article-title: Unsaturated and transient seepage analysis of San Luis Dam publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)GT.1943-5606.0001602 – volume: 19 start-page: 306 issue: 4 year: 2012 ident: 10.1016/j.geotexmem.2017.09.001_bib3 article-title: Model tests for anchored geosynthetic slope systems under dry and seepage conditions publication-title: Geosynth. Int. doi: 10.1680/gein.12.00017 – volume: 22 start-page: 457 issue: 6 year: 2015 ident: 10.1016/j.geotexmem.2017.09.001_bib31 article-title: Infiltration into unsaturated reinforced slopes with nonwoven geotextile drains sandwiched in sand layers publication-title: Geosynth. Int. doi: 10.1680/jgein.15.00026 – volume: 51 start-page: 1355 issue: 11 year: 2014 ident: 10.1016/j.geotexmem.2017.09.001_bib7 article-title: Stability analysis of three-dimensional slopes under water drawdown conditions publication-title: Can. Geotech. J. doi: 10.1139/cgj-2013-0448 – volume: 63 start-page: 83 year: 2015 ident: 10.1016/j.geotexmem.2017.09.001_bib14 article-title: Influence of river level fluctuations and climate on riverbank stability publication-title: Comput. Geotech. doi: 10.1016/j.compgeo.2014.08.012 – volume: 72 start-page: 2999 issue: 8 year: 2014 ident: 10.1016/j.geotexmem.2017.09.001_bib12 article-title: Mechanism and failure process of qianjiangping landslide in the three Gorges reservoir, China publication-title: Environ. Earth Sci. doi: 10.1007/s12665-014-3205-x – volume: 15 start-page: 235 issue: 4–6 year: 1997 ident: 10.1016/j.geotexmem.2017.09.001_bib26 article-title: A performance summary of reinforced soil structures in the greater Los Angeles area after the Northridge earthquake publication-title: Geotext. Geomem. doi: 10.1016/S0266-1144(97)10006-1 – volume: 43 start-page: 46 issue: 1 year: 2014 ident: 10.1016/j.geotexmem.2017.09.001_bib19 article-title: Behaviour of geotextile filters in armoured slopes subjected to the action of waves publication-title: Geotext. Geomem. doi: 10.1016/j.geotexmem.2014.11.003 – volume: 28 start-page: 255 year: 2001 ident: 10.1016/j.geotexmem.2017.09.001_bib27 article-title: Analyses of stability of geogrid reinforced steep slopes and retaining walls publication-title: Comput. Geotech. doi: 10.1016/S0266-352X(00)00032-X – volume: 29 start-page: 222 issue: 3 year: 2011 ident: 10.1016/j.geotexmem.2017.09.001_bib35 article-title: Centrifuge model tests of geotextile-reinforced soil embankments during an earthquake publication-title: Geotext. Geomem. doi: 10.1016/j.geotexmem.2010.11.002 – volume: 51 start-page: 297 issue: 2 year: 2011 ident: 10.1016/j.geotexmem.2017.09.001_bib40 article-title: Centrifuge model test study of rainfall-induced deformation of cohesive soil slopes publication-title: Soils Found. doi: 10.3208/sandf.51.297 – volume: 36 start-page: 27 year: 2012 ident: 10.1016/j.geotexmem.2017.09.001_bib28 article-title: Effect of frequency on seismic response of reinforced soil slopes in shaking table tests publication-title: Geotext. Geomem. doi: 10.1016/j.geotexmem.2012.10.004 – volume: 22 start-page: 411 issue: 6 year: 2015 ident: 10.1016/j.geotexmem.2017.09.001_bib2 article-title: Numerical studies on the performance of hybrid-geosynthetic-reinforced soil slopes subjected to rainfall publication-title: Geosynth. Int. doi: 10.1680/jgein.15.00022 – volume: 114 start-page: 1 issue: 1–2 year: 2010 ident: 10.1016/j.geotexmem.2017.09.001_bib13 article-title: A linear regression framework for predicting subsurface geometries and displacement rates in deep-seated, slow-moving landslides publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2010.03.004 – volume: 183 start-page: 276 year: 2014 ident: 10.1016/j.geotexmem.2017.09.001_bib21 article-title: Slope stability and groundwater flow system in the area of Lizzano in Belvedere (Northern Apennines, Italy) publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2014.09.002 – volume: 106 start-page: 92 issue: 1–2 year: 2009 ident: 10.1016/j.geotexmem.2017.09.001_bib11 article-title: Performance of a large-scale slope model subjected to rising and lowering water levels publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2009.03.003 – volume: 76 start-page: 170 year: 2016 ident: 10.1016/j.geotexmem.2017.09.001_bib4 article-title: Numerical study on stress states and fabric anisotropies in soilbags using the DEM publication-title: Comput. Geotech. doi: 10.1016/j.compgeo.2016.03.006 – volume: 51 start-page: 869 issue: 8 year: 2014 ident: 10.1016/j.geotexmem.2017.09.001_bib32 article-title: Bearing capacity of eccentrically loaded strip footings close to geotextile-reinforced sand slope publication-title: Can. Geotech. J. doi: 10.1139/cgj-2014-0055 – volume: 23 start-page: 36 issue: 1 year: 2016 ident: 10.1016/j.geotexmem.2017.09.001_bib24 article-title: Behaviour of anchored geosynthetic-reinforced slopes subjected to seepage in a geotechnical centrifuge publication-title: Geosynth. Int. doi: 10.1680/jgein.15.00031 – volume: 44 start-page: 133 issue: 2 year: 2016 ident: 10.1016/j.geotexmem.2017.09.001_bib6 article-title: Three-dimensional reinforced slopes: evaluation of required reinforcement strength and embedment length using limit analysis publication-title: Geotext. Geomem. doi: 10.1016/j.geotexmem.2015.07.007 – volume: 28 start-page: 12 issue: 1 year: 2010 ident: 10.1016/j.geotexmem.2017.09.001_bib8 article-title: Centrifuge modeling of geotextile-reinforced cohesive slopes publication-title: Geotext. Geomem. doi: 10.1016/j.geotexmem.2009.09.001 – volume: 76 start-page: 151 issue: 4 year: 2017 ident: 10.1016/j.geotexmem.2017.09.001_bib38 article-title: Simplified stability analysis of strain-softening slopes under drawdown conditions publication-title: Environ. Earth Sci. doi: 10.1007/s12665-017-6473-4 – volume: 29 start-page: 567 issue: 6 year: 2011 ident: 10.1016/j.geotexmem.2017.09.001_bib23 article-title: Centrifuge model study on low permeable slope reinforced by hybrid geosynthetics publication-title: Geotext. Geomem. doi: 10.1016/j.geotexmem.2011.07.003 – volume: 37 start-page: 81 year: 2013 ident: 10.1016/j.geotexmem.2017.09.001_bib1 article-title: Behavior of sandy slopes remediated by EPS-block geofoam under seepage flow publication-title: Geotext. Geomem. doi: 10.1016/j.geotexmem.2013.02.005 – volume: 34 start-page: 144 year: 2012 ident: 10.1016/j.geotexmem.2017.09.001_bib25 article-title: Centrifuge model studies on anchored geosynthetic slopes for coastal shore protection publication-title: Geotext. Geomem. doi: 10.1016/j.geotexmem.2012.06.001 – volume: 37 start-page: 23 year: 2013 ident: 10.1016/j.geotexmem.2017.09.001_bib16 article-title: Numerical study on stability analysis of geocell reinforced slopes by considering the bending effect publication-title: Geotext. Geomem. doi: 10.1016/j.geotexmem.2013.01.001 – volume: 151 start-page: 89 year: 2012 ident: 10.1016/j.geotexmem.2017.09.001_bib18 article-title: Stability assessment of an earth dam on silt/clay tailings foundation: a case study publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2012.09.011 – volume: 42 start-page: 394 issue: 4 year: 2014 ident: 10.1016/j.geotexmem.2017.09.001_bib9 article-title: Force equilibrium-based finite displacement analyses for reinforced slopes: formulation and verification publication-title: Geotext. Geomem. doi: 10.1016/j.geotexmem.2014.06.004 – volume: 75 start-page: 973 issue: 11 year: 2016 ident: 10.1016/j.geotexmem.2017.09.001_bib15 article-title: Progressive failure behavior of cohesive soil slopes under water drawdown conditions publication-title: Environ. Earth Sci. doi: 10.1007/s12665-016-5802-3 – volume: 49 start-page: 75 issue: 1 year: 2009 ident: 10.1016/j.geotexmem.2017.09.001_bib39 article-title: Large-scale monotonic and cyclic tests of interface between geotextile and gravelly soil publication-title: Soils Found. doi: 10.3208/sandf.49.75 – volume: 51 start-page: 858 issue: 8 year: 2014 ident: 10.1016/j.geotexmem.2017.09.001_bib29 article-title: Soil compressibility in transient unsaturated seepage analyses publication-title: Can. Geotech. J. doi: 10.1139/cgj-2013-0255 – volume: 44 start-page: 188 issue: 2 year: 2016 ident: 10.1016/j.geotexmem.2017.09.001_bib5 article-title: Centrifuge evaluation of the time-dependent behavior of geotextile-reinforced soil walls publication-title: Geotext. Geomem. doi: 10.1016/j.geotexmem.2015.09.001 – volume: 42 start-page: 87 issue: 1 year: 2009 ident: 10.1016/j.geotexmem.2017.09.001_bib37 article-title: New image-analysis-based displacement-measurement system for geotechnical centrifuge modeling tests publication-title: Measurement doi: 10.1016/j.measurement.2008.04.002 |
| SSID | ssj0004798 |
| Score | 2.3356168 |
| Snippet | Geotextile is an effective reinforcement approach of slopes that experiences various loads such as drawdown. The geotextile reinforcement mechanism is... |
| SourceID | proquest crossref elsevier |
| SourceType | Aggregation Database Enrichment Source Index Database Publisher |
| StartPage | 11 |
| SubjectTerms | Anchoring Centrifuge model Centrifuge model test Centrifuges Deformation mechanisms Displacement Drawdown Failure Geosynthetics Geotextile Reinforcement Safety Slope Slopes Studies Water levels |
| Title | Centrifuge modeling of the geotextile reinforced slope subject to drawdown |
| URI | https://dx.doi.org/10.1016/j.geotexmem.2017.09.001 https://www.proquest.com/docview/1990829245 |
| Volume | 46 |
| hasFullText | 1 |
| inHoldings | 1 |
| isFullTextHit | |
| isPrint | |
| link | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1LS8QwEA6yHtSD-MT1seTgNW7btE3jTURZFbyo4C0kTSIrul22XfTkb3emD18gHqSnhqSEyfSbmeTLDCGHoLg-C-OIBTqzDCy-ZSY3knkfCWOsxNM-ZFtcp6O7-PI-uV8gp91dGKRVttjfYHqN1m3LsJXmcDoeD28CtC0YD6CSco45QeNYoJYfvX3SPGJR18PFzgx7f-N4Pbiicq_PDq-kh-KoyV35m4X6gdW1ATpfI6ut50hPmsmtkwU32SBL3cXicoOsfMktuEku633bsZ8_OFqXu4FWWngKDh9tJlQBINCZq1Onghxo-VRMHS3nBrdmaFVQO9MvFqL0LXJ3fnZ7OmJt4QSW8yyqWAY22Mk0kyawuQx4ZJOUe2kibnIbGvAp4LFac-GF9kkcmTByIsdQI9GpcHyb9CbFxO0Q6pwDGMoNOEI2jrU2XFsP4BrpDCyZ1X2SdsJSeZtVHItbPKmOPvaoPqSsUMoqkEik65PgY-C0Sazx95DjbjXUNx1RAP9_D97v1k-1v2mpQokV3yEETXb_8-09sgxvWUPm3ie9ajZ3B-CrVGZQK-OALJ5cXI2u3wEEb-qt |
| linkProvider | Elsevier |
| linkToHtml | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV3JTsMwEB2xHAoHxCp2fOCaNouzmBtCVKUsF6jUm2XHdlVUmqpNBSe-nXEWNgn1gHJz7Mgaj9_MOM8zAOeouCbxqO-4IlEOWnzlyFQyxxg_llIx-7fPsi0eok6Pdvthfwmu6rswllZZYX-J6QVaVy2tSpqtyXDYenStbbHxgFXSIKDLsEpx-9oyBs33L54HjYuCuLa3Y7v_IHkNdJbrtxdt76R7cbNMXvmXifoF1oUFam_CRuU6kstydluwpMfb0KhvFs-2Yf1bcsEd6BYHt0MzH2hS1LvBVpIZgh4fKSeUIyKQqS5yp6IgyGyUTTSZzaU9myF5RtRUvCoM03eh175-uuo4VeUEJ0UB5E6CRlizKGHSVSlzA1-FUWCY9AOZKk-iU4GPEiKITSxMSH3p-TpObawRiijWwR6sjLOx3geitUYcSiV6QopSIWQglEF09UWCpkyJA4hqYfG0Situq1uMeM0fe-afUuZWytxllkl3AO7nwEmZWWPxkIt6NfgPJeGI_4sHH9frx6t9OuMesyXfMQYND__z7TNodJ7u7_jdzcPtEazhm6Rkdh_DSj6d6xN0XHJ5WijmB2wG7Ds |
| 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=Centrifuge+modeling+of+the+geotextile+reinforced+slope+subject+to+drawdown&rft.jtitle=Geotextiles+and+geomembranes&rft.au=Luo%2C+Fangyue&rft.au=Zhang%2C+Ga&rft.au=Liu%2C+Yang&rft.au=Ma%2C+Changhui&rft.date=2018-02-01&rft.issn=0266-1144&rft.volume=46&rft.issue=1&rft.spage=11&rft.epage=21&rft_id=info:doi/10.1016%2Fj.geotexmem.2017.09.001&rft.externalDBID=n%2Fa&rft.externalDocID=10_1016_j_geotexmem_2017_09_001 |
| thumbnail_l | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0266-1144&client=summon |
| thumbnail_m | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0266-1144&client=summon |
| thumbnail_s | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0266-1144&client=summon |