{"id":"https://openalex.org/W3042212901","doi":"https://doi.org/10.17863/cam.52405","title":"Seismic Response of Pile Foundations in Soft Clays and Layered Soils","display_name":"Seismic Response of Pile Foundations in Soft Clays and Layered Soils","publication_year":2020,"publication_date":"2020-01-01","ids":{"openalex":"https://openalex.org/W3042212901","doi":"https://doi.org/10.17863/cam.52405","mag":"3042212901"},"language":"en","primary_location":{"id":"pmh:oai:generic.eprints.org:1196605","doi":null,"is_oa":false,"landing_page_url":"http://publications.eng.cam.ac.uk/1196605/","pdf_url":null,"source":{"id":"https://openalex.org/S4406922847","display_name":"Cambridge University Engineering Department Publications Database","issn_l":null,"issn":null,"is_oa":false,"is_in_doaj":false,"is_core":false,"listed_in":[],"host_organization":null,"host_organization_name":null,"host_organization_lineage":[],"host_organization_lineage_names":[],"type":"repository"},"license":null,"license_id":null,"version":"submittedVersion","is_accepted":false,"is_published":false,"raw_source_name":"","raw_type":"Thesis"},"volume":null,"type":"dissertation","indexed_in":["datacite"],"open_access":{"is_oa":true,"oa_status":"green","oa_url":"https://doi.org/10.17863/cam.52405","any_repository_has_fulltext":true},"authorships":[{"author_position":"first","author":{"id":"https://openalex.org/A5077452882","display_name":"Thejesh Kumar Garala","orcid":"https://orcid.org/0000-0001-7326-6596","observed_orcids":["https://orcid.org/0000-0001-7326-6596"]},"institutions":[],"countries":[],"is_corresponding":true,"raw_author_name":"Garala, Thejesh Kumar","raw_affiliation_strings":[],"raw_orcid":"https://orcid.org/0000-0001-7326-6596","affiliations":[]}],"institutions":[],"countries_distinct_count":0,"institutions_distinct_count":0,"corresponding_author_ids":["https://openalex.org/A5077452882"],"corresponding_institution_ids":[],"apc_list":null,"apc_paid":null,"fwci":null,"has_fulltext":false,"cited_by_count":6,"citation_normalized_percentile":null,"cited_by_percentile_year":null,"biblio":{"volume":null,"issue":null,"first_page":null,"last_page":null},"is_retracted":false,"is_paratext":false,"is_xpac":false,"primary_topic":{"id":"https://openalex.org/T12233","display_name":"Geotechnical Engineering and Underground Structures","score":0.7562999725341797,"subfield":{"id":"https://openalex.org/subfields/2205","display_name":"Civil and Structural Engineering"},"field":{"id":"https://openalex.org/fields/22","display_name":"Engineering"},"domain":{"id":"https://openalex.org/domains/3","display_name":"Physical Sciences"}},"topics":[{"id":"https://openalex.org/T12233","display_name":"Geotechnical Engineering and Underground Structures","score":0.7562999725341797,"subfield":{"id":"https://openalex.org/subfields/2205","display_name":"Civil and Structural Engineering"},"field":{"id":"https://openalex.org/fields/22","display_name":"Engineering"},"domain":{"id":"https://openalex.org/domains/3","display_name":"Physical Sciences"}},{"id":"https://openalex.org/T10233","display_name":"Geotechnical Engineering and Soil Mechanics","score":0.24210000038146973,"subfield":{"id":"https://openalex.org/subfields/2205","display_name":"Civil and Structural Engineering"},"field":{"id":"https://openalex.org/fields/22","display_name":"Engineering"},"domain":{"id":"https://openalex.org/domains/3","display_name":"Physical Sciences"}},{"id":"https://openalex.org/T10160","display_name":"Seismic Performance and Analysis","score":0.0010000000474974513,"subfield":{"id":"https://openalex.org/subfields/2205","display_name":"Civil and Structural Engineering"},"field":{"id":"https://openalex.org/fields/22","display_name":"Engineering"},"domain":{"id":"https://openalex.org/domains/3","display_name":"Physical Sciences"}}],"keywords":[{"id":"https://openalex.org/keywords/pile-foundations","display_name":"pile foundations","score":0.9300000071525574},{"id":"https://openalex.org/keywords/seismic-response","display_name":"seismic response","score":0.847000002861023},{"id":"https://openalex.org/keywords/soft-clay","display_name":"soft clay","score":0.9359999895095825},{"id":"https://openalex.org/keywords/layered-soil","display_name":"layered soil","score":0.8980000019073486},{"id":"https://openalex.org/keywords/inertial-loads","display_name":"inertial loads","score":0.9950000047683716},{"id":"https://openalex.org/keywords/pile-bending-moment","display_name":"pile bending moment","score":0.6990000009536743},{"id":"https://openalex.org/keywords/phase-equilibria","display_name":"phase equilibria","score":0.47099998593330383},{"id":"https://openalex.org/keywords/p-y-curves","display_name":"p-y curves","score":0.7129999995231628},{"id":"https://openalex.org/keywords/soil-structure-interaction","display_name":"soil-structure interaction","score":0.6389999985694885},{"id":"https://openalex.org/keywords/nonlinear-soil-behavior","display_name":"nonlinear soil behavior","score":0.6489999890327454},{"id":"https://openalex.org/keywords/pile-group-effect","display_name":"pile group effect","score":0.6010000109672546},{"id":"https://openalex.org/keywords/centrifuge-experiments","display_name":"centrifuge experiments","score":0.46299999952316284},{"id":"https://openalex.org/keywords/liquefaction","display_name":"liquefaction","score":0.4000000059604645},{"id":"https://openalex.org/keywords/dense-sand","display_name":"dense sand","score":0.4259999990463257},{"id":"https://openalex.org/keywords/lateral-soil-resistance","display_name":"lateral soil resistance","score":0.4959999918937683},{"id":"https://openalex.org/keywords/comparison-of-design-standards","display_name":"design standards comparison","score":0.5389999747276306}],"concepts":[{"id":"https://openalex.org/C119560385","wikidata":"https://www.wikidata.org/wiki/Q7193850","display_name":"Pile","level":2,"score":0.7662220597267151},{"id":"https://openalex.org/C187320778","wikidata":"https://www.wikidata.org/wiki/Q1349130","display_name":"Geotechnical engineering","level":1,"score":0.6402528285980225},{"id":"https://openalex.org/C159750122","wikidata":"https://www.wikidata.org/wiki/Q96621023","display_name":"Soil water","level":2,"score":0.6163300275802612},{"id":"https://openalex.org/C127313418","wikidata":"https://www.wikidata.org/wiki/Q1069","display_name":"Geology","level":0,"score":0.599118709564209},{"id":"https://openalex.org/C159390177","wikidata":"https://www.wikidata.org/wiki/Q9161265","display_name":"Soil science","level":1,"score":0.26700127124786377}],"mesh":[],"locations_count":4,"locations":[{"id":"pmh:oai:generic.eprints.org:1196605","doi":null,"is_oa":false,"landing_page_url":"http://publications.eng.cam.ac.uk/1196605/","pdf_url":null,"source":{"id":"https://openalex.org/S4406922847","display_name":"Cambridge University Engineering Department Publications Database","issn_l":null,"issn":null,"is_oa":false,"is_in_doaj":false,"is_core":false,"listed_in":[],"host_organization":null,"host_organization_name":null,"host_organization_lineage":[],"host_organization_lineage_names":[],"type":"repository"},"license":null,"license_id":null,"version":"submittedVersion","is_accepted":false,"is_published":false,"raw_source_name":"","raw_type":"Thesis"},{"id":"pmh:oai:www.repository.cam.ac.uk:1810/305320","doi":null,"is_oa":false,"landing_page_url":"https://www.repository.cam.ac.uk/handle/1810/305320","pdf_url":null,"source":{"id":"https://openalex.org/S4306401777","display_name":"Apollo (University of Cambridge)","issn_l":null,"issn":null,"is_oa":false,"is_in_doaj":false,"is_core":false,"listed_in":[],"host_organization":"https://openalex.org/I241749","host_organization_name":"University of Cambridge","host_organization_lineage":["https://openalex.org/I241749"],"host_organization_lineage_names":[],"type":"repository"},"license":null,"license_id":null,"version":"submittedVersion","is_accepted":false,"is_published":false,"raw_source_name":null,"raw_type":"Thesis"},{"id":"doi:10.17863/cam.52405","doi":"https://doi.org/10.17863/cam.52405","is_oa":true,"landing_page_url":"https://doi.org/10.17863/cam.52405","pdf_url":null,"source":{"id":"https://openalex.org/S7407050737","display_name":"Apollo","issn_l":null,"issn":null,"is_oa":false,"is_in_doaj":false,"is_core":false,"listed_in":[],"host_organization":null,"host_organization_name":null,"host_organization_lineage":[],"host_organization_lineage_names":[],"type":"repository"},"license":null,"license_id":null,"version":null,"is_accepted":false,"is_published":false,"raw_source_name":null,"raw_type":"Dissertation"},{"id":"mag:3042212901","doi":null,"is_oa":false,"landing_page_url":"https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.805935","pdf_url":null,"source":null,"license":null,"license_id":null,"version":null,"is_accepted":false,"is_published":false,"raw_source_name":null,"raw_type":null}],"best_oa_location":{"id":"doi:10.17863/cam.52405","doi":"https://doi.org/10.17863/cam.52405","is_oa":true,"landing_page_url":"https://doi.org/10.17863/cam.52405","pdf_url":null,"source":{"id":"https://openalex.org/S7407050737","display_name":"Apollo","issn_l":null,"issn":null,"is_oa":false,"is_in_doaj":false,"is_core":false,"listed_in":[],"host_organization":null,"host_organization_name":null,"host_organization_lineage":[],"host_organization_lineage_names":[],"type":"repository"},"license":null,"license_id":null,"version":null,"is_accepted":false,"is_published":false,"raw_source_name":null,"raw_type":"Dissertation"},"sustainable_development_goals":[{"id":"https://metadata.un.org/sdg/9","display_name":"Industry, innovation and infrastructure","score":0.5378999710083008}],"study_designs":[],"awards":[],"funders":[],"has_content":{"grobid_xml":false,"pdf":false},"content_urls":null,"referenced_works_count":0,"referenced_works":[],"related_works":["https://openalex.org/W2529758097","https://openalex.org/W2900273025","https://openalex.org/W2052668951","https://openalex.org/W2965287734","https://openalex.org/W4288084142","https://openalex.org/W1982348035","https://openalex.org/W3018237680","https://openalex.org/W3012251103","https://openalex.org/W2585433327","https://openalex.org/W6980079355"],"abstract_inverted_index":{"Pile":[0],"foundations":[1,27,76,90,139,228],"are":[2,28,287],"widely":[3],"used":[4],"to":[5,13,22,30,37,51,119,217,291,329,381,404,430],"support":[6],"large":[7],"engineering":[8],"structures":[9],"by":[10,56,238,415],"transferring":[11],"loads":[12,32,35,224,304,348,361],"deeper":[14],"layers":[15],"of":[16,40,46,83,114,124,137,148,158,172,187,202,211,265,324,333,374,420,441,462,474,487,507,517],"soil.":[17],"During":[18],"earthquakes,":[19],"in":[20,62,78,91,141,161,165,230,259,285,351,467,491,512],"addition":[21],"the":[23,38,41,44,52,63,121,134,155,169,173,178,184,191,197,203,219,251,260,266,271,274,296,300,322,330,334,340,344,355,359,365,370,386,398,411,470,475,483,505],"axial":[24],"loads,":[25],"pile":[26,75,89,138,227,253,309,387,401,449,518],"subjected":[29,380],"inertial":[31,223,303,347],"and":[33,43,94,133,200,208,222,289,302,305,312,346,372,390,408,447,452,458,472,494,515],"kinematic":[34,221,252,301,345],"due":[36],"motion":[39],"superstructure":[42],"vibrations":[45],"surrounding":[47],"soil,":[48],"respectively.":[49],"Due":[50],"significant":[53,98,130,288,498],"damage":[54,105],"caused":[55],"earthquake":[57,192,442],"induced":[58,72],"soil":[59,143,232,276,286,326,392,453,456,509],"liquefaction,":[60],"studies":[61],"past":[64],"few":[65],"decades":[66],"have":[67,86,101,243],"focused":[68,152],"more":[69],"on":[70,74,153,168,190,226,308,455],"liquefaction":[71],"effects":[73,284,451,511],"embedded":[77,140,229,335],"sands.":[79],"However,":[80],"post-reconnaissance":[81],"reports":[82],"several":[84],"earthquakes":[85],"concluded":[87],"that":[88,183,245,282,321],"soft":[92,125,162,174,235,492],"clays":[93,493],"layered":[95,495],"soils":[96,128,496],"with":[97,129,234,364,410,497],"stiffness":[99,131,201,457,499],"contrast":[100,132],"also":[102,503],"undergone":[103],"severe":[104],"during":[106],"earthquakes.":[107],"In":[108],"this":[109,437],"research,":[110],"three":[111],"different":[112],"series":[113,147,210],"centrifuge":[115,149,212,476],"experiments":[116,150,213],"were":[117,151,214,395,434,465],"performed":[118],"investigate":[120,218],"dynamic":[122,135,156,170,185,431],"behaviour":[123,171],"clays,":[126],"two-layered":[127,231],"response":[136,157,186],"these":[142],"types.":[144],"The":[145,206,241,418,439],"first":[146],"studying":[154],"floating":[159],"piles":[160],"clay,":[163],"which":[164],"turn":[166],"depends":[167,189],"clay":[175,188,204,236],"layer":[176],"around":[177],"pile.":[179],"It":[180],"was":[181,280,315],"found":[182,281],"intensity":[193],"as":[194,196,349,445],"well":[195,363],"shear":[198,268],"strength":[199],"layer.":[205],"second":[207],"third":[209],"specifically":[215],"designed":[216],"seismic":[220,488,513],"acting":[225],"models":[233],"underlain":[237],"dense":[239],"sand.":[240],"results":[242],"shown":[244],"obtaining":[246],"a":[247,375,382,479],"reliable":[248],"value":[249],"for":[250,425],"bending":[254,313,402],"moment":[255],"using":[256],"established":[257],"methods":[258],"literature":[261],"required":[262],"accurate":[263],"assessment":[264],"earthquake-induced":[267],"strain":[269],"at":[270],"interface":[272],"between":[273,299,343,358,369],"two":[275,360],"layers.":[277],"Moreover,":[278],"it":[279],"non-linearity":[283,510],"need":[290],"be":[292],"accounted":[293],"for.":[294],"Further,":[295],"phase":[297,341,356,367],"difference":[298],"its":[306],"influence":[307,440],"accelerations,":[310],"rotations":[311],"moments":[314,403],"evaluated.":[316],"This":[317,501],"research":[318,502],"has":[319],"revealed":[320],"ratio":[323],"free-field":[325],"natural":[327,331],"frequency":[328,332,446],"structure":[336],"might":[337],"not":[338],"govern":[339],"relationship":[342,357],"reported":[350],"previous":[352],"research.":[353],"Instead,":[354],"agrees":[362],"conventional":[366],"variation":[368],"force":[371],"displacement":[373],"viscously":[376],"damped":[377],"simple":[378],"oscillator":[379],"harmonic":[383],"force.":[384],"Lastly,":[385],"displacements":[388],"(y)":[389],"corresponding":[391,412],"pressures":[393],"(p)":[394],"determined":[396],"from":[397],"experimentally":[399],"measured":[400],"establish":[405],"p-y":[406,422,463],"curves":[407,413,423,464],"compared":[409],"recommended":[414],"design":[416,516],"standards.":[417],"drawbacks":[419],"adopting":[421],"developed":[424],"monotonic":[426],"or":[427],"cyclic":[428],"loading":[429,432],"conditions":[433],"highlighted":[435,504],"through":[436],"comparison.":[438],"characteristics":[443],"such":[444],"intensity,":[448],"group":[450],"layering":[454],"ultimate":[459],"lateral":[460],"resistance":[461],"discussed":[466],"detail.":[468],"Eventually,":[469],"analysis":[471,514],"interpretation":[473],"tests":[477],"provided":[478],"better":[480],"insight":[481],"into":[482],"previously":[484],"unexplored":[485],"aspects":[486],"soil-pile-structure":[489],"interaction":[490],"contrast.":[500],"importance":[506],"considering":[508],"foundations.":[519]},"counts_by_year":[{"year":2025,"cited_by_count":1},{"year":2022,"cited_by_count":1},{"year":2021,"cited_by_count":3},{"year":2020,"cited_by_count":1}],"updated_date":"2026-08-18T07:49:30.821534","created_date":"2020-07-16T00:00:00"}
