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You searched for subject:(GeoGauge). Showing records 1 – 6 of 6 total matches.

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1. Silva, Roberto Antonio Cordeiro da. Avaliação da evolução do comportamento geomecânico de aterros sanitários com base na realização de ensaios de laboratório e de campo.

Degree: 2017, Brazil

SILVA, Roberto Antonio Cordeiro da. Avaliação da evolução do comportamento geomecânico de aterros sanitários com base na realização de ensaios de laboratório e de campo.… (more)

Subjects/Keywords: Aterro sanitário; Comportamento geomecânico; GeoGauge

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Silva, R. A. C. d. (2017). Avaliação da evolução do comportamento geomecânico de aterros sanitários com base na realização de ensaios de laboratório e de campo. (Doctoral Dissertation). Brazil. Retrieved from http://www.repositorio.ufc.br/handle/riufc/30009

Chicago Manual of Style (16th Edition):

Silva, Roberto Antonio Cordeiro da. “Avaliação da evolução do comportamento geomecânico de aterros sanitários com base na realização de ensaios de laboratório e de campo.” 2017. Doctoral Dissertation, Brazil. Accessed April 11, 2021. http://www.repositorio.ufc.br/handle/riufc/30009.

MLA Handbook (7th Edition):

Silva, Roberto Antonio Cordeiro da. “Avaliação da evolução do comportamento geomecânico de aterros sanitários com base na realização de ensaios de laboratório e de campo.” 2017. Web. 11 Apr 2021.

Vancouver:

Silva RACd. Avaliação da evolução do comportamento geomecânico de aterros sanitários com base na realização de ensaios de laboratório e de campo. [Internet] [Doctoral dissertation]. Brazil; 2017. [cited 2021 Apr 11]. Available from: http://www.repositorio.ufc.br/handle/riufc/30009.

Council of Science Editors:

Silva RACd. Avaliação da evolução do comportamento geomecânico de aterros sanitários com base na realização de ensaios de laboratório e de campo. [Doctoral Dissertation]. Brazil; 2017. Available from: http://www.repositorio.ufc.br/handle/riufc/30009

2. Maia, Camila Lima. Análise comparativa de módulos de resiliência obtidos com o Geogauge para o controle de qualidade de camadas granulares dos pavimentos.

Degree: 2016, Brazil

Submitted by Hohana Sanders ([email protected]) on 2017-05-03T11:57:51Z No. of bitstreams: 1 2016_dis_clmaia.pdf: 3308602 bytes, checksum: 9d8876cf2a7ce1cfa9f275e490d486f9 (MD5)

Approved for entry into archive by Marlene Sousa… (more)

Subjects/Keywords: Transportes; Pavimentos; Geogauge; Pavimentos de asfalto - Medição de desempenho; Controle de qualidade

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APA (6th Edition):

Maia, C. L. (2016). Análise comparativa de módulos de resiliência obtidos com o Geogauge para o controle de qualidade de camadas granulares dos pavimentos. (Masters Thesis). Brazil. Retrieved from http://www.repositorio.ufc.br/handle/riufc/22640

Chicago Manual of Style (16th Edition):

Maia, Camila Lima. “Análise comparativa de módulos de resiliência obtidos com o Geogauge para o controle de qualidade de camadas granulares dos pavimentos.” 2016. Masters Thesis, Brazil. Accessed April 11, 2021. http://www.repositorio.ufc.br/handle/riufc/22640.

MLA Handbook (7th Edition):

Maia, Camila Lima. “Análise comparativa de módulos de resiliência obtidos com o Geogauge para o controle de qualidade de camadas granulares dos pavimentos.” 2016. Web. 11 Apr 2021.

Vancouver:

Maia CL. Análise comparativa de módulos de resiliência obtidos com o Geogauge para o controle de qualidade de camadas granulares dos pavimentos. [Internet] [Masters thesis]. Brazil; 2016. [cited 2021 Apr 11]. Available from: http://www.repositorio.ufc.br/handle/riufc/22640.

Council of Science Editors:

Maia CL. Análise comparativa de módulos de resiliência obtidos com o Geogauge para o controle de qualidade de camadas granulares dos pavimentos. [Masters Thesis]. Brazil; 2016. Available from: http://www.repositorio.ufc.br/handle/riufc/22640

3. Mendes, João Tiago Sousa. Utilização do defletómetro de impacto ligeiro, do GeoGauge e do densímetro elétrico para o controlo in situ da qualidade de materiais em obras de pavimentação rodoviária.

Degree: 2013, RCAAP

 A presente dissertação procura contribuir para avaliar a utilidade de três equipamentos ligeiros na caracterização in situ de materiais de pavimentação de infraestruturas de transporte.… (more)

Subjects/Keywords: Cone de penetração dinâmica; Defletómetro de impacto ligeiro; Densímetro elétrico; Ensaios não destrutivos; Fundação de pavimento; GeoGauge; Gamadensímetro; Indicador de qualidade do pavimento; Material granular; Mistura betuminosa; Solo estabilizado com cimento.

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APA (6th Edition):

Mendes, J. T. S. (2013). Utilização do defletómetro de impacto ligeiro, do GeoGauge e do densímetro elétrico para o controlo in situ da qualidade de materiais em obras de pavimentação rodoviária. (Thesis). RCAAP. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:comum.rcaap.pt:10400.26/14341

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Mendes, João Tiago Sousa. “Utilização do defletómetro de impacto ligeiro, do GeoGauge e do densímetro elétrico para o controlo in situ da qualidade de materiais em obras de pavimentação rodoviária.” 2013. Thesis, RCAAP. Accessed April 11, 2021. https://www.rcaap.pt/detail.jsp?id=oai:comum.rcaap.pt:10400.26/14341.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Mendes, João Tiago Sousa. “Utilização do defletómetro de impacto ligeiro, do GeoGauge e do densímetro elétrico para o controlo in situ da qualidade de materiais em obras de pavimentação rodoviária.” 2013. Web. 11 Apr 2021.

Vancouver:

Mendes JTS. Utilização do defletómetro de impacto ligeiro, do GeoGauge e do densímetro elétrico para o controlo in situ da qualidade de materiais em obras de pavimentação rodoviária. [Internet] [Thesis]. RCAAP; 2013. [cited 2021 Apr 11]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:comum.rcaap.pt:10400.26/14341.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Mendes JTS. Utilização do defletómetro de impacto ligeiro, do GeoGauge e do densímetro elétrico para o controlo in situ da qualidade de materiais em obras de pavimentação rodoviária. [Thesis]. RCAAP; 2013. Available from: https://www.rcaap.pt/detail.jsp?id=oai:comum.rcaap.pt:10400.26/14341

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Kentucky

4. Curd, Jason M. Unsaturated Soil Parameters From Field Stiffness Measurements.

Degree: 2013, University of Kentucky

 The behavior of unsaturated soils depends heavily on material properties and soil conditions. In Geotechnical Engineering, compacted soils are frequently used as fill material, and… (more)

Subjects/Keywords: Unsaturated Soil Mechanics; Shear Modulus; Soil Stiffness; Shear Wave Velocity; Geogauge; Civil Engineering; Geotechnical Engineering

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Curd, J. M. (2013). Unsaturated Soil Parameters From Field Stiffness Measurements. (Masters Thesis). University of Kentucky. Retrieved from https://uknowledge.uky.edu/ce_etds/11

Chicago Manual of Style (16th Edition):

Curd, Jason M. “Unsaturated Soil Parameters From Field Stiffness Measurements.” 2013. Masters Thesis, University of Kentucky. Accessed April 11, 2021. https://uknowledge.uky.edu/ce_etds/11.

MLA Handbook (7th Edition):

Curd, Jason M. “Unsaturated Soil Parameters From Field Stiffness Measurements.” 2013. Web. 11 Apr 2021.

Vancouver:

Curd JM. Unsaturated Soil Parameters From Field Stiffness Measurements. [Internet] [Masters thesis]. University of Kentucky; 2013. [cited 2021 Apr 11]. Available from: https://uknowledge.uky.edu/ce_etds/11.

Council of Science Editors:

Curd JM. Unsaturated Soil Parameters From Field Stiffness Measurements. [Masters Thesis]. University of Kentucky; 2013. Available from: https://uknowledge.uky.edu/ce_etds/11


Louisiana State University

5. Nazzal, Munir Darwish. Field evaluation of in-situ test technology for QC/QA during construction of pavement layers and embankments.

Degree: MSCE, Civil and Environmental Engineering, 2003, Louisiana State University

 With the coming changes from an empirical to mechanistic-empirical pavement design, it becomes essential to move towards changing the quality control/quality assurance (QC/QA) procedures of… (more)

Subjects/Keywords: pavemnet construction; geogauge; DCP; LFWD; stiffness modulus; FWD; CBR

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Nazzal, M. D. (2003). Field evaluation of in-situ test technology for QC/QA during construction of pavement layers and embankments. (Masters Thesis). Louisiana State University. Retrieved from etd-1009103-094222 ; https://digitalcommons.lsu.edu/gradschool_theses/1002

Chicago Manual of Style (16th Edition):

Nazzal, Munir Darwish. “Field evaluation of in-situ test technology for QC/QA during construction of pavement layers and embankments.” 2003. Masters Thesis, Louisiana State University. Accessed April 11, 2021. etd-1009103-094222 ; https://digitalcommons.lsu.edu/gradschool_theses/1002.

MLA Handbook (7th Edition):

Nazzal, Munir Darwish. “Field evaluation of in-situ test technology for QC/QA during construction of pavement layers and embankments.” 2003. Web. 11 Apr 2021.

Vancouver:

Nazzal MD. Field evaluation of in-situ test technology for QC/QA during construction of pavement layers and embankments. [Internet] [Masters thesis]. Louisiana State University; 2003. [cited 2021 Apr 11]. Available from: etd-1009103-094222 ; https://digitalcommons.lsu.edu/gradschool_theses/1002.

Council of Science Editors:

Nazzal MD. Field evaluation of in-situ test technology for QC/QA during construction of pavement layers and embankments. [Masters Thesis]. Louisiana State University; 2003. Available from: etd-1009103-094222 ; https://digitalcommons.lsu.edu/gradschool_theses/1002


Louisiana State University

6. Seyman, Ekrem. Laboratory evaluation of in-situ tests as potential quality control/quality assurance tools.

Degree: MSCE, Civil and Environmental Engineering, 2003, Louisiana State University

 There are new in-situ test devices such as the Geogauge, Light Falling Weight Deflectometer (LFWD) and Dynamic Cone Penetrometer (DCP). Unlike the nuclear density gauge,… (more)

Subjects/Keywords: DCP; nuclear density gauge; stiffness; CBR; plate load test; LFWD; geogauge

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Seyman, E. (2003). Laboratory evaluation of in-situ tests as potential quality control/quality assurance tools. (Masters Thesis). Louisiana State University. Retrieved from etd-0903103-182255 ; https://digitalcommons.lsu.edu/gradschool_theses/2601

Chicago Manual of Style (16th Edition):

Seyman, Ekrem. “Laboratory evaluation of in-situ tests as potential quality control/quality assurance tools.” 2003. Masters Thesis, Louisiana State University. Accessed April 11, 2021. etd-0903103-182255 ; https://digitalcommons.lsu.edu/gradschool_theses/2601.

MLA Handbook (7th Edition):

Seyman, Ekrem. “Laboratory evaluation of in-situ tests as potential quality control/quality assurance tools.” 2003. Web. 11 Apr 2021.

Vancouver:

Seyman E. Laboratory evaluation of in-situ tests as potential quality control/quality assurance tools. [Internet] [Masters thesis]. Louisiana State University; 2003. [cited 2021 Apr 11]. Available from: etd-0903103-182255 ; https://digitalcommons.lsu.edu/gradschool_theses/2601.

Council of Science Editors:

Seyman E. Laboratory evaluation of in-situ tests as potential quality control/quality assurance tools. [Masters Thesis]. Louisiana State University; 2003. Available from: etd-0903103-182255 ; https://digitalcommons.lsu.edu/gradschool_theses/2601

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