Finite element analysis of the non-uniform behavior of structured clay under shear View Full Text


Ontology type: schema:ScholarlyArticle     


Article Info

DATE

2016-05

AUTHORS

Jirayut Suebsuk, Suksun Horpibulsuk, Martin D. Liu

ABSTRACT

Conventional triaxial tests are widely used to interpret the stress-strain behavior of soils. The non-uniformity of their stress-strain relationship and the localization of deformation normally occur during shear test and affect the observed test results. This article investigates the non-uniform behavior of artificially structured (i.e., cemented) specimens experiencing shear due to an end restraint under various testing conditions. The conditions investigated include the stress state, the drainage conditions, and the strength improvement associated with the cementation effect. A finite element analysis has been performed using the Modified Structured Cam Clay (MSCC) model, which was developed as a generalized constitutive model for destructured, naturally structured, and artificially structured clays. The shear behavior of artificially structured cylindrical specimens was simulated under both drained and undrained shearing by a coupled hydro-mechanical finite element analysis. The stress-strain distributions and the local stress-strain relations of the artificially structured specimens are compared with those of the destructured specimens. It is evident that the end restraint significantly influences the shear response in drained conditions, particularly for the tests with a high yield stress ratio (YSRiso, which is the ratio of the yield stress to the current stress) and a highly cemented structure. The non-uniform stress-strain behavior is attributed to the non-uniform lateral deformation, which results in a variation in stress paths for different points within the specimen. The different effective stress paths for different points within the specimen affect the overall performance of the specimen, including the yield stresses, the yield strengths and the destructuring processes for a structured specimen. The specimens experiencing shear with high confinement in a Normally Consolidated (NC) state deform relatively uniformly, while those with low confinement in an Over-Consolidated (OC) state display a non-uniform lateral deformation. Hence, the destructured and structured NC specimens exhibit more uniform stress-strain behavior than the OC specimens. The highly structured specimens show more nonuniform stress-strain behavior than the destructured specimens. In conclusion, the end restraint plays significant role in the specimen deformation for both destructured and structured specimens. Special care should be taken for destructured specimens in an overconsolidated state, and for structured specimens in both normally and over-consolidated states. More... »

PAGES

1300-1313

References to SciGraph publications

Identifiers

URI

http://scigraph.springernature.com/pub.10.1007/s12205-015-0009-9

DOI

http://dx.doi.org/10.1007/s12205-015-0009-9

DIMENSIONS

https://app.dimensions.ai/details/publication/pub.1004310014


Indexing Status Check whether this publication has been indexed by Scopus and Web Of Science using the SN Indexing Status Tool
Incoming Citations Browse incoming citations for this publication using opencitations.net

JSON-LD is the canonical representation for SciGraph data.

TIP: You can open this SciGraph record using an external JSON-LD service: JSON-LD Playground Google SDTT

[
  {
    "@context": "https://springernature.github.io/scigraph/jsonld/sgcontext.json", 
    "about": [
      {
        "id": "http://purl.org/au-research/vocabulary/anzsrc-for/2008/0912", 
        "inDefinedTermSet": "http://purl.org/au-research/vocabulary/anzsrc-for/2008/", 
        "name": "Materials Engineering", 
        "type": "DefinedTerm"
      }, 
      {
        "id": "http://purl.org/au-research/vocabulary/anzsrc-for/2008/09", 
        "inDefinedTermSet": "http://purl.org/au-research/vocabulary/anzsrc-for/2008/", 
        "name": "Engineering", 
        "type": "DefinedTerm"
      }
    ], 
    "author": [
      {
        "affiliation": {
          "name": [
            "Dept. of Civil Engineering, Faculty of Engineering and Architecture, Rajamangala University of Technolgy Isan, Isan, Thailand"
          ], 
          "type": "Organization"
        }, 
        "familyName": "Suebsuk", 
        "givenName": "Jirayut", 
        "id": "sg:person.014552462006.45", 
        "sameAs": [
          "https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.014552462006.45"
        ], 
        "type": "Person"
      }, 
      {
        "affiliation": {
          "alternateName": "Suranaree University of Technology", 
          "id": "https://www.grid.ac/institutes/grid.6357.7", 
          "name": [
            "School of Civil Engineering, Suranaree University of Technology, Nakhon Ratchasima, Thailand"
          ], 
          "type": "Organization"
        }, 
        "familyName": "Horpibulsuk", 
        "givenName": "Suksun", 
        "id": "sg:person.011563767371.37", 
        "sameAs": [
          "https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.011563767371.37"
        ], 
        "type": "Person"
      }, 
      {
        "affiliation": {
          "alternateName": "University of Wollongong", 
          "id": "https://www.grid.ac/institutes/grid.1007.6", 
          "name": [
            "Faculty of Engineering, University of Wollongong, Wollongong, Australia"
          ], 
          "type": "Organization"
        }, 
        "familyName": "Liu", 
        "givenName": "Martin D.", 
        "id": "sg:person.013532405235.36", 
        "sameAs": [
          "https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.013532405235.36"
        ], 
        "type": "Person"
      }
    ], 
    "citation": [
      {
        "id": "https://doi.org/10.1139/t02-069", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1009148905"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "sg:pub.10.1007/bf00880981", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1012331474", 
          "https://doi.org/10.1007/bf00880981"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1016/s0266-352x(97)00021-9", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1014805785"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.3208/sandf.44.3_69", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1016035007"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1002/nag.740", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1019705300"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.3208/sandf.40.2_99", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1020518831"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1139/t03-099", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1028674543"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1002/nag.1610090204", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1034277619"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1002/nag.1610090204", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1034277619"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.3208/sandf.40.5_37", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1037724207"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1016/j.compgeo.2009.06.007", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1037797307"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "sg:pub.10.1007/s004660000166", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1039195352", 
          "https://doi.org/10.1007/s004660000166"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1016/0020-7683(76)90020-2", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1042205661"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1016/0020-7683(76)90020-2", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1042205661"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1016/j.compgeo.2011.03.010", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1048434546"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1016/j.compgeo.2010.08.002", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1049940552"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.3208/sandf.35.1", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1051181275"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1061/(asce)1090-0241(2004)130:10(1096)", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1057618762"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1061/(asce)1090-0241(2005)131:2(187)", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1057618981"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1061/(asce)1532-3641(2003)3:2(236)", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1057621225"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1061/(asce)1532-3641(2005)5:1(10)", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1057621264"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1680/geot.1982.32.1.55", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1068209910"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1680/geot.1999.49.1.43", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1068210930"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1680/geot.2000.50.2.153", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1068211000"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1680/geot.2000.50.3.263", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1068211011"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1680/geot.2000.50.4.431", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1068211034"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1680/geot.2000.50.4.479", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1068211039"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1680/geot.2004.54.4.269", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1068211426"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1061/40771(169)5", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1098735014"
        ], 
        "type": "CreativeWork"
      }
    ], 
    "datePublished": "2016-05", 
    "datePublishedReg": "2016-05-01", 
    "description": "Conventional triaxial tests are widely used to interpret the stress-strain behavior of soils. The non-uniformity of their stress-strain relationship and the localization of deformation normally occur during shear test and affect the observed test results. This article investigates the non-uniform behavior of artificially structured (i.e., cemented) specimens experiencing shear due to an end restraint under various testing conditions. The conditions investigated include the stress state, the drainage conditions, and the strength improvement associated with the cementation effect. A finite element analysis has been performed using the Modified Structured Cam Clay (MSCC) model, which was developed as a generalized constitutive model for destructured, naturally structured, and artificially structured clays. The shear behavior of artificially structured cylindrical specimens was simulated under both drained and undrained shearing by a coupled hydro-mechanical finite element analysis. The stress-strain distributions and the local stress-strain relations of the artificially structured specimens are compared with those of the destructured specimens. It is evident that the end restraint significantly influences the shear response in drained conditions, particularly for the tests with a high yield stress ratio (YSRiso, which is the ratio of the yield stress to the current stress) and a highly cemented structure. The non-uniform stress-strain behavior is attributed to the non-uniform lateral deformation, which results in a variation in stress paths for different points within the specimen. The different effective stress paths for different points within the specimen affect the overall performance of the specimen, including the yield stresses, the yield strengths and the destructuring processes for a structured specimen. The specimens experiencing shear with high confinement in a Normally Consolidated (NC) state deform relatively uniformly, while those with low confinement in an Over-Consolidated (OC) state display a non-uniform lateral deformation. Hence, the destructured and structured NC specimens exhibit more uniform stress-strain behavior than the OC specimens. The highly structured specimens show more nonuniform stress-strain behavior than the destructured specimens. In conclusion, the end restraint plays significant role in the specimen deformation for both destructured and structured specimens. Special care should be taken for destructured specimens in an overconsolidated state, and for structured specimens in both normally and over-consolidated states.", 
    "genre": "research_article", 
    "id": "sg:pub.10.1007/s12205-015-0009-9", 
    "inLanguage": [
      "en"
    ], 
    "isAccessibleForFree": false, 
    "isPartOf": [
      {
        "id": "sg:journal.1136365", 
        "issn": [
          "1226-7988", 
          "1976-3808"
        ], 
        "name": "KSCE Journal of Civil Engineering", 
        "type": "Periodical"
      }, 
      {
        "issueNumber": "4", 
        "type": "PublicationIssue"
      }, 
      {
        "type": "PublicationVolume", 
        "volumeNumber": "20"
      }
    ], 
    "name": "Finite element analysis of the non-uniform behavior of structured clay under shear", 
    "pagination": "1300-1313", 
    "productId": [
      {
        "name": "readcube_id", 
        "type": "PropertyValue", 
        "value": [
          "1489681c6aebd777fb547f68c01ffe58a0f2fb8ca6be3660192fdeaada2703a2"
        ]
      }, 
      {
        "name": "doi", 
        "type": "PropertyValue", 
        "value": [
          "10.1007/s12205-015-0009-9"
        ]
      }, 
      {
        "name": "dimensions_id", 
        "type": "PropertyValue", 
        "value": [
          "pub.1004310014"
        ]
      }
    ], 
    "sameAs": [
      "https://doi.org/10.1007/s12205-015-0009-9", 
      "https://app.dimensions.ai/details/publication/pub.1004310014"
    ], 
    "sdDataset": "articles", 
    "sdDatePublished": "2019-04-11T01:09", 
    "sdLicense": "https://scigraph.springernature.com/explorer/license/", 
    "sdPublisher": {
      "name": "Springer Nature - SN SciGraph project", 
      "type": "Organization"
    }, 
    "sdSource": "s3://com-uberresearch-data-dimensions-target-20181106-alternative/cleanup/v134/2549eaecd7973599484d7c17b260dba0a4ecb94b/merge/v9/a6c9fde33151104705d4d7ff012ea9563521a3ce/jats-lookup/v90/0000000001_0000000264/records_8697_00000520.jsonl", 
    "type": "ScholarlyArticle", 
    "url": "http://link.springer.com/10.1007%2Fs12205-015-0009-9"
  }
]
 

Download the RDF metadata as:  json-ld nt turtle xml License info

HOW TO GET THIS DATA PROGRAMMATICALLY:

JSON-LD is a popular format for linked data which is fully compatible with JSON.

curl -H 'Accept: application/ld+json' 'https://scigraph.springernature.com/pub.10.1007/s12205-015-0009-9'

N-Triples is a line-based linked data format ideal for batch operations.

curl -H 'Accept: application/n-triples' 'https://scigraph.springernature.com/pub.10.1007/s12205-015-0009-9'

Turtle is a human-readable linked data format.

curl -H 'Accept: text/turtle' 'https://scigraph.springernature.com/pub.10.1007/s12205-015-0009-9'

RDF/XML is a standard XML format for linked data.

curl -H 'Accept: application/rdf+xml' 'https://scigraph.springernature.com/pub.10.1007/s12205-015-0009-9'


 

This table displays all metadata directly associated to this object as RDF triples.

163 TRIPLES      21 PREDICATES      54 URIs      19 LITERALS      7 BLANK NODES

Subject Predicate Object
1 sg:pub.10.1007/s12205-015-0009-9 schema:about anzsrc-for:09
2 anzsrc-for:0912
3 schema:author Nec2e58c8c3924f8ab774f987e41a0d04
4 schema:citation sg:pub.10.1007/bf00880981
5 sg:pub.10.1007/s004660000166
6 https://doi.org/10.1002/nag.1610090204
7 https://doi.org/10.1002/nag.740
8 https://doi.org/10.1016/0020-7683(76)90020-2
9 https://doi.org/10.1016/j.compgeo.2009.06.007
10 https://doi.org/10.1016/j.compgeo.2010.08.002
11 https://doi.org/10.1016/j.compgeo.2011.03.010
12 https://doi.org/10.1016/s0266-352x(97)00021-9
13 https://doi.org/10.1061/(asce)1090-0241(2004)130:10(1096)
14 https://doi.org/10.1061/(asce)1090-0241(2005)131:2(187)
15 https://doi.org/10.1061/(asce)1532-3641(2003)3:2(236)
16 https://doi.org/10.1061/(asce)1532-3641(2005)5:1(10)
17 https://doi.org/10.1061/40771(169)5
18 https://doi.org/10.1139/t02-069
19 https://doi.org/10.1139/t03-099
20 https://doi.org/10.1680/geot.1982.32.1.55
21 https://doi.org/10.1680/geot.1999.49.1.43
22 https://doi.org/10.1680/geot.2000.50.2.153
23 https://doi.org/10.1680/geot.2000.50.3.263
24 https://doi.org/10.1680/geot.2000.50.4.431
25 https://doi.org/10.1680/geot.2000.50.4.479
26 https://doi.org/10.1680/geot.2004.54.4.269
27 https://doi.org/10.3208/sandf.35.1
28 https://doi.org/10.3208/sandf.40.2_99
29 https://doi.org/10.3208/sandf.40.5_37
30 https://doi.org/10.3208/sandf.44.3_69
31 schema:datePublished 2016-05
32 schema:datePublishedReg 2016-05-01
33 schema:description Conventional triaxial tests are widely used to interpret the stress-strain behavior of soils. The non-uniformity of their stress-strain relationship and the localization of deformation normally occur during shear test and affect the observed test results. This article investigates the non-uniform behavior of artificially structured (i.e., cemented) specimens experiencing shear due to an end restraint under various testing conditions. The conditions investigated include the stress state, the drainage conditions, and the strength improvement associated with the cementation effect. A finite element analysis has been performed using the Modified Structured Cam Clay (MSCC) model, which was developed as a generalized constitutive model for destructured, naturally structured, and artificially structured clays. The shear behavior of artificially structured cylindrical specimens was simulated under both drained and undrained shearing by a coupled hydro-mechanical finite element analysis. The stress-strain distributions and the local stress-strain relations of the artificially structured specimens are compared with those of the destructured specimens. It is evident that the end restraint significantly influences the shear response in drained conditions, particularly for the tests with a high yield stress ratio (YSRiso, which is the ratio of the yield stress to the current stress) and a highly cemented structure. The non-uniform stress-strain behavior is attributed to the non-uniform lateral deformation, which results in a variation in stress paths for different points within the specimen. The different effective stress paths for different points within the specimen affect the overall performance of the specimen, including the yield stresses, the yield strengths and the destructuring processes for a structured specimen. The specimens experiencing shear with high confinement in a Normally Consolidated (NC) state deform relatively uniformly, while those with low confinement in an Over-Consolidated (OC) state display a non-uniform lateral deformation. Hence, the destructured and structured NC specimens exhibit more uniform stress-strain behavior than the OC specimens. The highly structured specimens show more nonuniform stress-strain behavior than the destructured specimens. In conclusion, the end restraint plays significant role in the specimen deformation for both destructured and structured specimens. Special care should be taken for destructured specimens in an overconsolidated state, and for structured specimens in both normally and over-consolidated states.
34 schema:genre research_article
35 schema:inLanguage en
36 schema:isAccessibleForFree false
37 schema:isPartOf N55ef09057873404abee5e4c4c5a4614b
38 N7208f1ba68f242bc9628449a492b2dd3
39 sg:journal.1136365
40 schema:name Finite element analysis of the non-uniform behavior of structured clay under shear
41 schema:pagination 1300-1313
42 schema:productId N07574d03b1274f38b400b23147d741ae
43 N601c12de81ea4bf89767cfbdc0cd63fd
44 Nd3fa844bf9094bc2935ee448ee29971e
45 schema:sameAs https://app.dimensions.ai/details/publication/pub.1004310014
46 https://doi.org/10.1007/s12205-015-0009-9
47 schema:sdDatePublished 2019-04-11T01:09
48 schema:sdLicense https://scigraph.springernature.com/explorer/license/
49 schema:sdPublisher N9df6a04fe63846ac8d903c3e2231df75
50 schema:url http://link.springer.com/10.1007%2Fs12205-015-0009-9
51 sgo:license sg:explorer/license/
52 sgo:sdDataset articles
53 rdf:type schema:ScholarlyArticle
54 N05f5353215254a068fa8160e9486139e rdf:first sg:person.011563767371.37
55 rdf:rest Nc58ec3ea342641a391c78cc745d3bdce
56 N07574d03b1274f38b400b23147d741ae schema:name doi
57 schema:value 10.1007/s12205-015-0009-9
58 rdf:type schema:PropertyValue
59 N55ef09057873404abee5e4c4c5a4614b schema:issueNumber 4
60 rdf:type schema:PublicationIssue
61 N601c12de81ea4bf89767cfbdc0cd63fd schema:name readcube_id
62 schema:value 1489681c6aebd777fb547f68c01ffe58a0f2fb8ca6be3660192fdeaada2703a2
63 rdf:type schema:PropertyValue
64 N7208f1ba68f242bc9628449a492b2dd3 schema:volumeNumber 20
65 rdf:type schema:PublicationVolume
66 N9df6a04fe63846ac8d903c3e2231df75 schema:name Springer Nature - SN SciGraph project
67 rdf:type schema:Organization
68 Nc58ec3ea342641a391c78cc745d3bdce rdf:first sg:person.013532405235.36
69 rdf:rest rdf:nil
70 Nd3fa844bf9094bc2935ee448ee29971e schema:name dimensions_id
71 schema:value pub.1004310014
72 rdf:type schema:PropertyValue
73 Ne8627405d94c417d906247cc6ad46a39 schema:name Dept. of Civil Engineering, Faculty of Engineering and Architecture, Rajamangala University of Technolgy Isan, Isan, Thailand
74 rdf:type schema:Organization
75 Nec2e58c8c3924f8ab774f987e41a0d04 rdf:first sg:person.014552462006.45
76 rdf:rest N05f5353215254a068fa8160e9486139e
77 anzsrc-for:09 schema:inDefinedTermSet anzsrc-for:
78 schema:name Engineering
79 rdf:type schema:DefinedTerm
80 anzsrc-for:0912 schema:inDefinedTermSet anzsrc-for:
81 schema:name Materials Engineering
82 rdf:type schema:DefinedTerm
83 sg:journal.1136365 schema:issn 1226-7988
84 1976-3808
85 schema:name KSCE Journal of Civil Engineering
86 rdf:type schema:Periodical
87 sg:person.011563767371.37 schema:affiliation https://www.grid.ac/institutes/grid.6357.7
88 schema:familyName Horpibulsuk
89 schema:givenName Suksun
90 schema:sameAs https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.011563767371.37
91 rdf:type schema:Person
92 sg:person.013532405235.36 schema:affiliation https://www.grid.ac/institutes/grid.1007.6
93 schema:familyName Liu
94 schema:givenName Martin D.
95 schema:sameAs https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.013532405235.36
96 rdf:type schema:Person
97 sg:person.014552462006.45 schema:affiliation Ne8627405d94c417d906247cc6ad46a39
98 schema:familyName Suebsuk
99 schema:givenName Jirayut
100 schema:sameAs https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.014552462006.45
101 rdf:type schema:Person
102 sg:pub.10.1007/bf00880981 schema:sameAs https://app.dimensions.ai/details/publication/pub.1012331474
103 https://doi.org/10.1007/bf00880981
104 rdf:type schema:CreativeWork
105 sg:pub.10.1007/s004660000166 schema:sameAs https://app.dimensions.ai/details/publication/pub.1039195352
106 https://doi.org/10.1007/s004660000166
107 rdf:type schema:CreativeWork
108 https://doi.org/10.1002/nag.1610090204 schema:sameAs https://app.dimensions.ai/details/publication/pub.1034277619
109 rdf:type schema:CreativeWork
110 https://doi.org/10.1002/nag.740 schema:sameAs https://app.dimensions.ai/details/publication/pub.1019705300
111 rdf:type schema:CreativeWork
112 https://doi.org/10.1016/0020-7683(76)90020-2 schema:sameAs https://app.dimensions.ai/details/publication/pub.1042205661
113 rdf:type schema:CreativeWork
114 https://doi.org/10.1016/j.compgeo.2009.06.007 schema:sameAs https://app.dimensions.ai/details/publication/pub.1037797307
115 rdf:type schema:CreativeWork
116 https://doi.org/10.1016/j.compgeo.2010.08.002 schema:sameAs https://app.dimensions.ai/details/publication/pub.1049940552
117 rdf:type schema:CreativeWork
118 https://doi.org/10.1016/j.compgeo.2011.03.010 schema:sameAs https://app.dimensions.ai/details/publication/pub.1048434546
119 rdf:type schema:CreativeWork
120 https://doi.org/10.1016/s0266-352x(97)00021-9 schema:sameAs https://app.dimensions.ai/details/publication/pub.1014805785
121 rdf:type schema:CreativeWork
122 https://doi.org/10.1061/(asce)1090-0241(2004)130:10(1096) schema:sameAs https://app.dimensions.ai/details/publication/pub.1057618762
123 rdf:type schema:CreativeWork
124 https://doi.org/10.1061/(asce)1090-0241(2005)131:2(187) schema:sameAs https://app.dimensions.ai/details/publication/pub.1057618981
125 rdf:type schema:CreativeWork
126 https://doi.org/10.1061/(asce)1532-3641(2003)3:2(236) schema:sameAs https://app.dimensions.ai/details/publication/pub.1057621225
127 rdf:type schema:CreativeWork
128 https://doi.org/10.1061/(asce)1532-3641(2005)5:1(10) schema:sameAs https://app.dimensions.ai/details/publication/pub.1057621264
129 rdf:type schema:CreativeWork
130 https://doi.org/10.1061/40771(169)5 schema:sameAs https://app.dimensions.ai/details/publication/pub.1098735014
131 rdf:type schema:CreativeWork
132 https://doi.org/10.1139/t02-069 schema:sameAs https://app.dimensions.ai/details/publication/pub.1009148905
133 rdf:type schema:CreativeWork
134 https://doi.org/10.1139/t03-099 schema:sameAs https://app.dimensions.ai/details/publication/pub.1028674543
135 rdf:type schema:CreativeWork
136 https://doi.org/10.1680/geot.1982.32.1.55 schema:sameAs https://app.dimensions.ai/details/publication/pub.1068209910
137 rdf:type schema:CreativeWork
138 https://doi.org/10.1680/geot.1999.49.1.43 schema:sameAs https://app.dimensions.ai/details/publication/pub.1068210930
139 rdf:type schema:CreativeWork
140 https://doi.org/10.1680/geot.2000.50.2.153 schema:sameAs https://app.dimensions.ai/details/publication/pub.1068211000
141 rdf:type schema:CreativeWork
142 https://doi.org/10.1680/geot.2000.50.3.263 schema:sameAs https://app.dimensions.ai/details/publication/pub.1068211011
143 rdf:type schema:CreativeWork
144 https://doi.org/10.1680/geot.2000.50.4.431 schema:sameAs https://app.dimensions.ai/details/publication/pub.1068211034
145 rdf:type schema:CreativeWork
146 https://doi.org/10.1680/geot.2000.50.4.479 schema:sameAs https://app.dimensions.ai/details/publication/pub.1068211039
147 rdf:type schema:CreativeWork
148 https://doi.org/10.1680/geot.2004.54.4.269 schema:sameAs https://app.dimensions.ai/details/publication/pub.1068211426
149 rdf:type schema:CreativeWork
150 https://doi.org/10.3208/sandf.35.1 schema:sameAs https://app.dimensions.ai/details/publication/pub.1051181275
151 rdf:type schema:CreativeWork
152 https://doi.org/10.3208/sandf.40.2_99 schema:sameAs https://app.dimensions.ai/details/publication/pub.1020518831
153 rdf:type schema:CreativeWork
154 https://doi.org/10.3208/sandf.40.5_37 schema:sameAs https://app.dimensions.ai/details/publication/pub.1037724207
155 rdf:type schema:CreativeWork
156 https://doi.org/10.3208/sandf.44.3_69 schema:sameAs https://app.dimensions.ai/details/publication/pub.1016035007
157 rdf:type schema:CreativeWork
158 https://www.grid.ac/institutes/grid.1007.6 schema:alternateName University of Wollongong
159 schema:name Faculty of Engineering, University of Wollongong, Wollongong, Australia
160 rdf:type schema:Organization
161 https://www.grid.ac/institutes/grid.6357.7 schema:alternateName Suranaree University of Technology
162 schema:name School of Civil Engineering, Suranaree University of Technology, Nakhon Ratchasima, Thailand
163 rdf:type schema:Organization
 




Preview window. Press ESC to close (or click here)


...