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You searched for subject:(nuclear density gauge). Showing records 1 – 4 of 4 total matches.

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University of Kentucky

1. Jenkins, Kirk Andrew. MOISTURE AND UNIT WEIGHT READINGS FROM A COMPLEX IMPEDANCE MEASURING INSTRUMENT.

Degree: 2013, University of Kentucky

 Complex Impedance Measuring Instruments (CIMI’s) are non-nuclear devices that calculate the dry unit weight and moisture content of soil by means of electromagnetic wave propagation… (more)

Subjects/Keywords: Electromagnetic; Electrical Density Gauge; Nuclear Density Gauge; Quality Control; Complex Impedance Measuring Instrument; Civil Engineering; Geotechnical Engineering

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

APA (6th Edition):

Jenkins, K. A. (2013). MOISTURE AND UNIT WEIGHT READINGS FROM A COMPLEX IMPEDANCE MEASURING INSTRUMENT. (Masters Thesis). University of Kentucky. Retrieved from https://uknowledge.uky.edu/ce_etds/12

Chicago Manual of Style (16th Edition):

Jenkins, Kirk Andrew. “MOISTURE AND UNIT WEIGHT READINGS FROM A COMPLEX IMPEDANCE MEASURING INSTRUMENT.” 2013. Masters Thesis, University of Kentucky. Accessed April 11, 2021. https://uknowledge.uky.edu/ce_etds/12.

MLA Handbook (7th Edition):

Jenkins, Kirk Andrew. “MOISTURE AND UNIT WEIGHT READINGS FROM A COMPLEX IMPEDANCE MEASURING INSTRUMENT.” 2013. Web. 11 Apr 2021.

Vancouver:

Jenkins KA. MOISTURE AND UNIT WEIGHT READINGS FROM A COMPLEX IMPEDANCE MEASURING INSTRUMENT. [Internet] [Masters thesis]. University of Kentucky; 2013. [cited 2021 Apr 11]. Available from: https://uknowledge.uky.edu/ce_etds/12.

Council of Science Editors:

Jenkins KA. MOISTURE AND UNIT WEIGHT READINGS FROM A COMPLEX IMPEDANCE MEASURING INSTRUMENT. [Masters Thesis]. University of Kentucky; 2013. Available from: https://uknowledge.uky.edu/ce_etds/12


University of Kentucky

2. Wells, Joshua E. R. CALIBRATION OF NON-NUCLEAR DEVICES FOR CONSTRUCTION QUALITY CONTROL OF COMPACTED SOILS.

Degree: 2014, University of Kentucky

 Inadequate compaction of a soil subgrade can lead to detrimental outcomes that are not only costly but dangerous to the general public. To avoid this,… (more)

Subjects/Keywords: Nuclear Density Gauge; Soil Density Gauge; Dielectric Constant; Hydra Probe; Theta Probe; Civil Engineering; Construction Engineering and Management; Geotechnical Engineering

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

APA (6th Edition):

Wells, J. E. R. (2014). CALIBRATION OF NON-NUCLEAR DEVICES FOR CONSTRUCTION QUALITY CONTROL OF COMPACTED SOILS. (Masters Thesis). University of Kentucky. Retrieved from https://uknowledge.uky.edu/ce_etds/20

Chicago Manual of Style (16th Edition):

Wells, Joshua E R. “CALIBRATION OF NON-NUCLEAR DEVICES FOR CONSTRUCTION QUALITY CONTROL OF COMPACTED SOILS.” 2014. Masters Thesis, University of Kentucky. Accessed April 11, 2021. https://uknowledge.uky.edu/ce_etds/20.

MLA Handbook (7th Edition):

Wells, Joshua E R. “CALIBRATION OF NON-NUCLEAR DEVICES FOR CONSTRUCTION QUALITY CONTROL OF COMPACTED SOILS.” 2014. Web. 11 Apr 2021.

Vancouver:

Wells JER. CALIBRATION OF NON-NUCLEAR DEVICES FOR CONSTRUCTION QUALITY CONTROL OF COMPACTED SOILS. [Internet] [Masters thesis]. University of Kentucky; 2014. [cited 2021 Apr 11]. Available from: https://uknowledge.uky.edu/ce_etds/20.

Council of Science Editors:

Wells JER. CALIBRATION OF NON-NUCLEAR DEVICES FOR CONSTRUCTION QUALITY CONTROL OF COMPACTED SOILS. [Masters Thesis]. University of Kentucky; 2014. Available from: https://uknowledge.uky.edu/ce_etds/20


Iowa State University

3. McLain, Kevin Wade. Optimizing the value of soil compaction testing quality assurance and control using stochastic life cycle cost, comparative and statistical analysis.

Degree: 2015, Iowa State University

 The nuclear density gauge has been the standard soil compaction acceptance method for the Missouri Department of Transportation (MoDOT) for several decades. However, the cost… (more)

Subjects/Keywords: Civil Engineering (Construction Engineering and Management); Civil Engineering; Construction Engineering and Management; Density Testing; Dynamic Cone Penetrometer; Light Weight Deflectometer; Modulus Testing; Nuclear Density Gauge; Civil Engineering

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

APA (6th Edition):

McLain, K. W. (2015). Optimizing the value of soil compaction testing quality assurance and control using stochastic life cycle cost, comparative and statistical analysis. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/14914

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):

McLain, Kevin Wade. “Optimizing the value of soil compaction testing quality assurance and control using stochastic life cycle cost, comparative and statistical analysis.” 2015. Thesis, Iowa State University. Accessed April 11, 2021. https://lib.dr.iastate.edu/etd/14914.

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

MLA Handbook (7th Edition):

McLain, Kevin Wade. “Optimizing the value of soil compaction testing quality assurance and control using stochastic life cycle cost, comparative and statistical analysis.” 2015. Web. 11 Apr 2021.

Vancouver:

McLain KW. Optimizing the value of soil compaction testing quality assurance and control using stochastic life cycle cost, comparative and statistical analysis. [Internet] [Thesis]. Iowa State University; 2015. [cited 2021 Apr 11]. Available from: https://lib.dr.iastate.edu/etd/14914.

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

Council of Science Editors:

McLain KW. Optimizing the value of soil compaction testing quality assurance and control using stochastic life cycle cost, comparative and statistical analysis. [Thesis]. Iowa State University; 2015. Available from: https://lib.dr.iastate.edu/etd/14914

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


Louisiana State University

4. 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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