Design of Rock Slope Reinforcement: An Himalayan Case Study View Full Text


Ontology type: schema:ScholarlyArticle     


Article Info

DATE

2016-06

AUTHORS

Gaurav Tiwari, Gali Madhavi Latha

ABSTRACT

The stability analysis of the two abutment slopes of a railway bridge proposed at about 359 m above the ground level, crossing a river and connecting two hill faces in the Himalayas, India, is presented. The bridge is located in a zone of high seismic activity. The rock slopes are composed of a heavily jointed rock mass and the spacing, dip and dip direction of joint sets are varying at different locations. Geological mapping was carried out to characterize all discontinuities present along the slopes. Laboratory and field investigations were conducted to assess the geotechnical properties of the intact rock, rock mass and joint infill. Stability analyses of these rock slopes were carried out using numerical programmes. Loads from the foundations resting on the slopes and seismic accelerations estimated from site-specific ground response analysis were considered. The proposed slope profile with several berms between successive foundations was simulated in the numerical model. An equivalent continuum approach with Hoek and Brown failure criterion was initially used in a finite element model to assess the global stability of the slope abutments. In the second stage, finite element analysis of rock slopes with all joint sets with their orientations, spacing and properties explicitly incorporated into the numerical model was taken up using continuum with joints approach. It was observed that the continuum with joints approach was able to capture the local failures in some of the slope sections, which were verified using wedge failure analysis and stereographic projections. Based on the slope deformations and failure patterns observed from the numerical analyses, rock anchors were designed to achieve the target factors of safety against failure while keeping the deformations within the permissible limits. Detailed design of rock anchors and comparison of the stability of slopes with and without reinforcement are presented. More... »

PAGES

2075-2097

References to SciGraph publications

  • 2012-11. The Hoek–Brown Failure Criterion in ROCK MECHANICS AND ROCK ENGINEERING
  • 2013-10. Finite element modeling approach to assess the stability of debris and rock slopes: a case study from the Indian Himalayas in NATURAL HAZARDS
  • 2016-05. Assessment of complex rock slope stability at Xiari, southwestern China in BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
  • 2010-11. Seismic Stability Analysis of a Himalayan Rock Slope in ROCK MECHANICS AND ROCK ENGINEERING
  • 2010-05. Predicting excavation methods and rock support: a case study from the Himalayan region of India in BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
  • 2012-03. Earthquake Stability Analysis of Rock Slopes: a Case Study in ROCK MECHANICS AND ROCK ENGINEERING
  • 2008-11. Evaluating cut slope failure by numerical analysis—a case study in NATURAL HAZARDS
  • Identifiers

    URI

    http://scigraph.springernature.com/pub.10.1007/s00603-016-0913-4

    DOI

    http://dx.doi.org/10.1007/s00603-016-0913-4

    DIMENSIONS

    https://app.dimensions.ai/details/publication/pub.1019808653


    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/2008/0914", 
            "inDefinedTermSet": "http://purl.org/au-research/vocabulary/anzsrc-for/2008/", 
            "name": "Resources Engineering and Extractive Metallurgy", 
            "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": {
              "alternateName": "Indian Institute of Science Bangalore", 
              "id": "https://www.grid.ac/institutes/grid.34980.36", 
              "name": [
                "Department of Civil Engineering, Indian Institute of Science, Bangalore, India"
              ], 
              "type": "Organization"
            }, 
            "familyName": "Tiwari", 
            "givenName": "Gaurav", 
            "id": "sg:person.013005700521.41", 
            "sameAs": [
              "https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.013005700521.41"
            ], 
            "type": "Person"
          }, 
          {
            "affiliation": {
              "alternateName": "Indian Institute of Science Bangalore", 
              "id": "https://www.grid.ac/institutes/grid.34980.36", 
              "name": [
                "Department of Civil Engineering, Indian Institute of Science, Bangalore, India"
              ], 
              "type": "Organization"
            }, 
            "familyName": "Latha", 
            "givenName": "Gali Madhavi", 
            "id": "sg:person.011674327623.36", 
            "sameAs": [
              "https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.011674327623.36"
            ], 
            "type": "Person"
          }
        ], 
        "citation": [
          {
            "id": "https://doi.org/10.1016/j.ijrmms.2012.03.013", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1000776716"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "https://doi.org/10.1016/0148-9062(79)90485-6", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1001295654"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "https://doi.org/10.1016/0148-9062(79)90485-6", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1001295654"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "https://doi.org/10.1016/j.ijrmms.2003.01.006", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1002322898"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "sg:pub.10.1007/s11069-013-0680-4", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1003821562", 
              "https://doi.org/10.1007/s11069-013-0680-4"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "https://doi.org/10.1016/s1365-1609(01)00010-7", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1004497599"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "https://doi.org/10.1016/s1365-1609(03)00076-5", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1006063981"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "https://doi.org/10.1016/s1365-1609(03)00076-5", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1006063981"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "https://doi.org/10.1016/j.ijrmms.2004.02.002", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1006314476"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "https://doi.org/10.1016/0148-9062(87)91931-0", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1007665713"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "https://doi.org/10.1016/0148-9062(87)91931-0", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1007665713"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "https://doi.org/10.1016/j.enggeo.2007.01.010", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1007921431"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "sg:pub.10.1007/s00603-011-0145-6", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1016166253", 
              "https://doi.org/10.1007/s00603-011-0145-6"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "sg:pub.10.1007/s00603-010-0088-3", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1018530739", 
              "https://doi.org/10.1007/s00603-010-0088-3"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "sg:pub.10.1007/s00603-010-0088-3", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1018530739", 
              "https://doi.org/10.1007/s00603-010-0088-3"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "https://doi.org/10.1016/j.ijrmms.2014.04.019", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1018869527"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "https://doi.org/10.1016/0148-9062(95)00081-x", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1019774498"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "https://doi.org/10.1016/s1365-1609(02)00024-2", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1023471532"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "https://doi.org/10.1016/j.ijrmms.2006.02.001", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1024484095"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "sg:pub.10.1007/s10064-009-0252-8", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1027677449", 
              "https://doi.org/10.1007/s10064-009-0252-8"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "https://doi.org/10.3208/sandf1972.32.59", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1029121915"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "https://doi.org/10.1139/cgj-2013-0191", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1029124535"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "sg:pub.10.1007/s10064-015-0763-4", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1033973198", 
              "https://doi.org/10.1007/s10064-015-0763-4"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "https://doi.org/10.1016/j.tust.2013.10.018", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1034226094"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "sg:pub.10.1007/s00603-012-0276-4", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1036087361", 
              "https://doi.org/10.1007/s00603-012-0276-4"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "https://doi.org/10.1016/s0013-7952(03)00135-2", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1041717175"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "https://doi.org/10.1016/s0013-7952(03)00135-2", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1041717175"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "https://doi.org/10.1016/0148-9062(72)90010-1", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1044714594"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "https://doi.org/10.1016/s0267-7261(97)00012-2", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1044933014"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "https://doi.org/10.1016/s0886-7798(02)00106-2", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1045574767"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "https://doi.org/10.1016/s0886-7798(02)00106-2", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1045574767"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "sg:pub.10.1007/s11069-008-9219-5", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1052495238", 
              "https://doi.org/10.1007/s11069-008-9219-5"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "https://doi.org/10.12989/gae.2010.2.2.125", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1064860562"
            ], 
            "type": "CreativeWork"
          }, 
          {
            "id": "https://doi.org/10.1680/geot.2005.55.10.759", 
            "sameAs": [
              "https://app.dimensions.ai/details/publication/pub.1068211487"
            ], 
            "type": "CreativeWork"
          }
        ], 
        "datePublished": "2016-06", 
        "datePublishedReg": "2016-06-01", 
        "description": "The stability analysis of the two abutment slopes of a railway bridge proposed at about 359 m above the ground level, crossing a river and connecting two hill faces in the Himalayas, India, is presented. The bridge is located in a zone of high seismic activity. The rock slopes are composed of a heavily jointed rock mass and the spacing, dip and dip direction of joint sets are varying at different locations. Geological mapping was carried out to characterize all discontinuities present along the slopes. Laboratory and field investigations were conducted to assess the geotechnical properties of the intact rock, rock mass and joint infill. Stability analyses of these rock slopes were carried out using numerical programmes. Loads from the foundations resting on the slopes and seismic accelerations estimated from site-specific ground response analysis were considered. The proposed slope profile with several berms between successive foundations was simulated in the numerical model. An equivalent continuum approach with Hoek and Brown failure criterion was initially used in a finite element model to assess the global stability of the slope abutments. In the second stage, finite element analysis of rock slopes with all joint sets with their orientations, spacing and properties explicitly incorporated into the numerical model was taken up using continuum with joints approach. It was observed that the continuum with joints approach was able to capture the local failures in some of the slope sections, which were verified using wedge failure analysis and stereographic projections. Based on the slope deformations and failure patterns observed from the numerical analyses, rock anchors were designed to achieve the target factors of safety against failure while keeping the deformations within the permissible limits. Detailed design of rock anchors and comparison of the stability of slopes with and without reinforcement are presented.", 
        "genre": "research_article", 
        "id": "sg:pub.10.1007/s00603-016-0913-4", 
        "inLanguage": [
          "en"
        ], 
        "isAccessibleForFree": false, 
        "isPartOf": [
          {
            "id": "sg:journal.1052698", 
            "issn": [
              "0723-2632", 
              "1434-453X"
            ], 
            "name": "Rock Mechanics and Rock Engineering", 
            "type": "Periodical"
          }, 
          {
            "issueNumber": "6", 
            "type": "PublicationIssue"
          }, 
          {
            "type": "PublicationVolume", 
            "volumeNumber": "49"
          }
        ], 
        "name": "Design of Rock Slope Reinforcement: An Himalayan Case Study", 
        "pagination": "2075-2097", 
        "productId": [
          {
            "name": "readcube_id", 
            "type": "PropertyValue", 
            "value": [
              "5e60fef42c0266b930ad812715614e95f06fac71ce884c14263bb00ba3ec89dc"
            ]
          }, 
          {
            "name": "doi", 
            "type": "PropertyValue", 
            "value": [
              "10.1007/s00603-016-0913-4"
            ]
          }, 
          {
            "name": "dimensions_id", 
            "type": "PropertyValue", 
            "value": [
              "pub.1019808653"
            ]
          }
        ], 
        "sameAs": [
          "https://doi.org/10.1007/s00603-016-0913-4", 
          "https://app.dimensions.ai/details/publication/pub.1019808653"
        ], 
        "sdDataset": "articles", 
        "sdDatePublished": "2019-04-10T19:52", 
        "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_8681_00000487.jsonl", 
        "type": "ScholarlyArticle", 
        "url": "http://link.springer.com/10.1007/s00603-016-0913-4"
      }
    ]
     

    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/s00603-016-0913-4'

    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/s00603-016-0913-4'

    Turtle is a human-readable linked data format.

    curl -H 'Accept: text/turtle' 'https://scigraph.springernature.com/pub.10.1007/s00603-016-0913-4'

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

    curl -H 'Accept: application/rdf+xml' 'https://scigraph.springernature.com/pub.10.1007/s00603-016-0913-4'


     

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

    159 TRIPLES      21 PREDICATES      55 URIs      19 LITERALS      7 BLANK NODES

    Subject Predicate Object
    1 sg:pub.10.1007/s00603-016-0913-4 schema:about anzsrc-for:09
    2 anzsrc-for:0914
    3 schema:author N670a73ad8952469392c9bdf72d28ecaf
    4 schema:citation sg:pub.10.1007/s00603-010-0088-3
    5 sg:pub.10.1007/s00603-011-0145-6
    6 sg:pub.10.1007/s00603-012-0276-4
    7 sg:pub.10.1007/s10064-009-0252-8
    8 sg:pub.10.1007/s10064-015-0763-4
    9 sg:pub.10.1007/s11069-008-9219-5
    10 sg:pub.10.1007/s11069-013-0680-4
    11 https://doi.org/10.1016/0148-9062(72)90010-1
    12 https://doi.org/10.1016/0148-9062(79)90485-6
    13 https://doi.org/10.1016/0148-9062(87)91931-0
    14 https://doi.org/10.1016/0148-9062(95)00081-x
    15 https://doi.org/10.1016/j.enggeo.2007.01.010
    16 https://doi.org/10.1016/j.ijrmms.2003.01.006
    17 https://doi.org/10.1016/j.ijrmms.2004.02.002
    18 https://doi.org/10.1016/j.ijrmms.2006.02.001
    19 https://doi.org/10.1016/j.ijrmms.2012.03.013
    20 https://doi.org/10.1016/j.ijrmms.2014.04.019
    21 https://doi.org/10.1016/j.tust.2013.10.018
    22 https://doi.org/10.1016/s0013-7952(03)00135-2
    23 https://doi.org/10.1016/s0267-7261(97)00012-2
    24 https://doi.org/10.1016/s0886-7798(02)00106-2
    25 https://doi.org/10.1016/s1365-1609(01)00010-7
    26 https://doi.org/10.1016/s1365-1609(02)00024-2
    27 https://doi.org/10.1016/s1365-1609(03)00076-5
    28 https://doi.org/10.1139/cgj-2013-0191
    29 https://doi.org/10.12989/gae.2010.2.2.125
    30 https://doi.org/10.1680/geot.2005.55.10.759
    31 https://doi.org/10.3208/sandf1972.32.59
    32 schema:datePublished 2016-06
    33 schema:datePublishedReg 2016-06-01
    34 schema:description The stability analysis of the two abutment slopes of a railway bridge proposed at about 359 m above the ground level, crossing a river and connecting two hill faces in the Himalayas, India, is presented. The bridge is located in a zone of high seismic activity. The rock slopes are composed of a heavily jointed rock mass and the spacing, dip and dip direction of joint sets are varying at different locations. Geological mapping was carried out to characterize all discontinuities present along the slopes. Laboratory and field investigations were conducted to assess the geotechnical properties of the intact rock, rock mass and joint infill. Stability analyses of these rock slopes were carried out using numerical programmes. Loads from the foundations resting on the slopes and seismic accelerations estimated from site-specific ground response analysis were considered. The proposed slope profile with several berms between successive foundations was simulated in the numerical model. An equivalent continuum approach with Hoek and Brown failure criterion was initially used in a finite element model to assess the global stability of the slope abutments. In the second stage, finite element analysis of rock slopes with all joint sets with their orientations, spacing and properties explicitly incorporated into the numerical model was taken up using continuum with joints approach. It was observed that the continuum with joints approach was able to capture the local failures in some of the slope sections, which were verified using wedge failure analysis and stereographic projections. Based on the slope deformations and failure patterns observed from the numerical analyses, rock anchors were designed to achieve the target factors of safety against failure while keeping the deformations within the permissible limits. Detailed design of rock anchors and comparison of the stability of slopes with and without reinforcement are presented.
    35 schema:genre research_article
    36 schema:inLanguage en
    37 schema:isAccessibleForFree false
    38 schema:isPartOf N0ca7fd8774b9443aa0dcc663e38e3c6e
    39 Nfd461d5e1b8242fc98bba61833871f75
    40 sg:journal.1052698
    41 schema:name Design of Rock Slope Reinforcement: An Himalayan Case Study
    42 schema:pagination 2075-2097
    43 schema:productId N040a426949204572ab4f1a89e4e89f98
    44 N7ecd3a2e1dc6432ba6bce4c41cc55ada
    45 N9938b4aea9244c6bb2b2b9cad5112f9e
    46 schema:sameAs https://app.dimensions.ai/details/publication/pub.1019808653
    47 https://doi.org/10.1007/s00603-016-0913-4
    48 schema:sdDatePublished 2019-04-10T19:52
    49 schema:sdLicense https://scigraph.springernature.com/explorer/license/
    50 schema:sdPublisher Na6e0acf6e3a848d98cdf667fbf08121b
    51 schema:url http://link.springer.com/10.1007/s00603-016-0913-4
    52 sgo:license sg:explorer/license/
    53 sgo:sdDataset articles
    54 rdf:type schema:ScholarlyArticle
    55 N040a426949204572ab4f1a89e4e89f98 schema:name doi
    56 schema:value 10.1007/s00603-016-0913-4
    57 rdf:type schema:PropertyValue
    58 N0ca7fd8774b9443aa0dcc663e38e3c6e schema:volumeNumber 49
    59 rdf:type schema:PublicationVolume
    60 N670a73ad8952469392c9bdf72d28ecaf rdf:first sg:person.013005700521.41
    61 rdf:rest Nf0d6721f93604999aaa705942222b0c9
    62 N7ecd3a2e1dc6432ba6bce4c41cc55ada schema:name dimensions_id
    63 schema:value pub.1019808653
    64 rdf:type schema:PropertyValue
    65 N9938b4aea9244c6bb2b2b9cad5112f9e schema:name readcube_id
    66 schema:value 5e60fef42c0266b930ad812715614e95f06fac71ce884c14263bb00ba3ec89dc
    67 rdf:type schema:PropertyValue
    68 Na6e0acf6e3a848d98cdf667fbf08121b schema:name Springer Nature - SN SciGraph project
    69 rdf:type schema:Organization
    70 Nf0d6721f93604999aaa705942222b0c9 rdf:first sg:person.011674327623.36
    71 rdf:rest rdf:nil
    72 Nfd461d5e1b8242fc98bba61833871f75 schema:issueNumber 6
    73 rdf:type schema:PublicationIssue
    74 anzsrc-for:09 schema:inDefinedTermSet anzsrc-for:
    75 schema:name Engineering
    76 rdf:type schema:DefinedTerm
    77 anzsrc-for:0914 schema:inDefinedTermSet anzsrc-for:
    78 schema:name Resources Engineering and Extractive Metallurgy
    79 rdf:type schema:DefinedTerm
    80 sg:journal.1052698 schema:issn 0723-2632
    81 1434-453X
    82 schema:name Rock Mechanics and Rock Engineering
    83 rdf:type schema:Periodical
    84 sg:person.011674327623.36 schema:affiliation https://www.grid.ac/institutes/grid.34980.36
    85 schema:familyName Latha
    86 schema:givenName Gali Madhavi
    87 schema:sameAs https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.011674327623.36
    88 rdf:type schema:Person
    89 sg:person.013005700521.41 schema:affiliation https://www.grid.ac/institutes/grid.34980.36
    90 schema:familyName Tiwari
    91 schema:givenName Gaurav
    92 schema:sameAs https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.013005700521.41
    93 rdf:type schema:Person
    94 sg:pub.10.1007/s00603-010-0088-3 schema:sameAs https://app.dimensions.ai/details/publication/pub.1018530739
    95 https://doi.org/10.1007/s00603-010-0088-3
    96 rdf:type schema:CreativeWork
    97 sg:pub.10.1007/s00603-011-0145-6 schema:sameAs https://app.dimensions.ai/details/publication/pub.1016166253
    98 https://doi.org/10.1007/s00603-011-0145-6
    99 rdf:type schema:CreativeWork
    100 sg:pub.10.1007/s00603-012-0276-4 schema:sameAs https://app.dimensions.ai/details/publication/pub.1036087361
    101 https://doi.org/10.1007/s00603-012-0276-4
    102 rdf:type schema:CreativeWork
    103 sg:pub.10.1007/s10064-009-0252-8 schema:sameAs https://app.dimensions.ai/details/publication/pub.1027677449
    104 https://doi.org/10.1007/s10064-009-0252-8
    105 rdf:type schema:CreativeWork
    106 sg:pub.10.1007/s10064-015-0763-4 schema:sameAs https://app.dimensions.ai/details/publication/pub.1033973198
    107 https://doi.org/10.1007/s10064-015-0763-4
    108 rdf:type schema:CreativeWork
    109 sg:pub.10.1007/s11069-008-9219-5 schema:sameAs https://app.dimensions.ai/details/publication/pub.1052495238
    110 https://doi.org/10.1007/s11069-008-9219-5
    111 rdf:type schema:CreativeWork
    112 sg:pub.10.1007/s11069-013-0680-4 schema:sameAs https://app.dimensions.ai/details/publication/pub.1003821562
    113 https://doi.org/10.1007/s11069-013-0680-4
    114 rdf:type schema:CreativeWork
    115 https://doi.org/10.1016/0148-9062(72)90010-1 schema:sameAs https://app.dimensions.ai/details/publication/pub.1044714594
    116 rdf:type schema:CreativeWork
    117 https://doi.org/10.1016/0148-9062(79)90485-6 schema:sameAs https://app.dimensions.ai/details/publication/pub.1001295654
    118 rdf:type schema:CreativeWork
    119 https://doi.org/10.1016/0148-9062(87)91931-0 schema:sameAs https://app.dimensions.ai/details/publication/pub.1007665713
    120 rdf:type schema:CreativeWork
    121 https://doi.org/10.1016/0148-9062(95)00081-x schema:sameAs https://app.dimensions.ai/details/publication/pub.1019774498
    122 rdf:type schema:CreativeWork
    123 https://doi.org/10.1016/j.enggeo.2007.01.010 schema:sameAs https://app.dimensions.ai/details/publication/pub.1007921431
    124 rdf:type schema:CreativeWork
    125 https://doi.org/10.1016/j.ijrmms.2003.01.006 schema:sameAs https://app.dimensions.ai/details/publication/pub.1002322898
    126 rdf:type schema:CreativeWork
    127 https://doi.org/10.1016/j.ijrmms.2004.02.002 schema:sameAs https://app.dimensions.ai/details/publication/pub.1006314476
    128 rdf:type schema:CreativeWork
    129 https://doi.org/10.1016/j.ijrmms.2006.02.001 schema:sameAs https://app.dimensions.ai/details/publication/pub.1024484095
    130 rdf:type schema:CreativeWork
    131 https://doi.org/10.1016/j.ijrmms.2012.03.013 schema:sameAs https://app.dimensions.ai/details/publication/pub.1000776716
    132 rdf:type schema:CreativeWork
    133 https://doi.org/10.1016/j.ijrmms.2014.04.019 schema:sameAs https://app.dimensions.ai/details/publication/pub.1018869527
    134 rdf:type schema:CreativeWork
    135 https://doi.org/10.1016/j.tust.2013.10.018 schema:sameAs https://app.dimensions.ai/details/publication/pub.1034226094
    136 rdf:type schema:CreativeWork
    137 https://doi.org/10.1016/s0013-7952(03)00135-2 schema:sameAs https://app.dimensions.ai/details/publication/pub.1041717175
    138 rdf:type schema:CreativeWork
    139 https://doi.org/10.1016/s0267-7261(97)00012-2 schema:sameAs https://app.dimensions.ai/details/publication/pub.1044933014
    140 rdf:type schema:CreativeWork
    141 https://doi.org/10.1016/s0886-7798(02)00106-2 schema:sameAs https://app.dimensions.ai/details/publication/pub.1045574767
    142 rdf:type schema:CreativeWork
    143 https://doi.org/10.1016/s1365-1609(01)00010-7 schema:sameAs https://app.dimensions.ai/details/publication/pub.1004497599
    144 rdf:type schema:CreativeWork
    145 https://doi.org/10.1016/s1365-1609(02)00024-2 schema:sameAs https://app.dimensions.ai/details/publication/pub.1023471532
    146 rdf:type schema:CreativeWork
    147 https://doi.org/10.1016/s1365-1609(03)00076-5 schema:sameAs https://app.dimensions.ai/details/publication/pub.1006063981
    148 rdf:type schema:CreativeWork
    149 https://doi.org/10.1139/cgj-2013-0191 schema:sameAs https://app.dimensions.ai/details/publication/pub.1029124535
    150 rdf:type schema:CreativeWork
    151 https://doi.org/10.12989/gae.2010.2.2.125 schema:sameAs https://app.dimensions.ai/details/publication/pub.1064860562
    152 rdf:type schema:CreativeWork
    153 https://doi.org/10.1680/geot.2005.55.10.759 schema:sameAs https://app.dimensions.ai/details/publication/pub.1068211487
    154 rdf:type schema:CreativeWork
    155 https://doi.org/10.3208/sandf1972.32.59 schema:sameAs https://app.dimensions.ai/details/publication/pub.1029121915
    156 rdf:type schema:CreativeWork
    157 https://www.grid.ac/institutes/grid.34980.36 schema:alternateName Indian Institute of Science Bangalore
    158 schema:name Department of Civil Engineering, Indian Institute of Science, Bangalore, India
    159 rdf:type schema:Organization
     




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


    ...