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You searched for subject:(Penetrometers). Showing records 1 – 20 of 20 total matches.

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Virginia Tech

1. Dickenson, Stephen Eugene. Use of the mini-cone penetrometer for evaluating the liquefaction potential of sands associated with Charleston, S.C. seismic events.

Degree: MS, Civil Engineering, 1988, Virginia Tech

see document Advisors/Committee Members: Clough, G. W. (committeechair), Brandon, Thomas L. (committee member), Kuppusamy, Thangavelu (committee member).

Subjects/Keywords: Penetrometers; LD5655.V855 1988.D545

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

APA (6th Edition):

Dickenson, S. E. (1988). Use of the mini-cone penetrometer for evaluating the liquefaction potential of sands associated with Charleston, S.C. seismic events. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/43845

Chicago Manual of Style (16th Edition):

Dickenson, Stephen Eugene. “Use of the mini-cone penetrometer for evaluating the liquefaction potential of sands associated with Charleston, S.C. seismic events.” 1988. Masters Thesis, Virginia Tech. Accessed November 22, 2019. http://hdl.handle.net/10919/43845.

MLA Handbook (7th Edition):

Dickenson, Stephen Eugene. “Use of the mini-cone penetrometer for evaluating the liquefaction potential of sands associated with Charleston, S.C. seismic events.” 1988. Web. 22 Nov 2019.

Vancouver:

Dickenson SE. Use of the mini-cone penetrometer for evaluating the liquefaction potential of sands associated with Charleston, S.C. seismic events. [Internet] [Masters thesis]. Virginia Tech; 1988. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/10919/43845.

Council of Science Editors:

Dickenson SE. Use of the mini-cone penetrometer for evaluating the liquefaction potential of sands associated with Charleston, S.C. seismic events. [Masters Thesis]. Virginia Tech; 1988. Available from: http://hdl.handle.net/10919/43845


Virginia Tech

2. Jayatissa, D. Nimal. Design and development of a tractor-mounted, recording penetrometer.

Degree: MS, Agricultural Engineering, 1986, Virginia Tech

Subjects/Keywords: LD5655.V855 1986.J396; Penetrometers

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APA (6th Edition):

Jayatissa, D. N. (1986). Design and development of a tractor-mounted, recording penetrometer. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/90947

Chicago Manual of Style (16th Edition):

Jayatissa, D Nimal. “Design and development of a tractor-mounted, recording penetrometer.” 1986. Masters Thesis, Virginia Tech. Accessed November 22, 2019. http://hdl.handle.net/10919/90947.

MLA Handbook (7th Edition):

Jayatissa, D Nimal. “Design and development of a tractor-mounted, recording penetrometer.” 1986. Web. 22 Nov 2019.

Vancouver:

Jayatissa DN. Design and development of a tractor-mounted, recording penetrometer. [Internet] [Masters thesis]. Virginia Tech; 1986. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/10919/90947.

Council of Science Editors:

Jayatissa DN. Design and development of a tractor-mounted, recording penetrometer. [Masters Thesis]. Virginia Tech; 1986. Available from: http://hdl.handle.net/10919/90947


Texas A&M University

3. Miran, Jerome. The cone penetrometer test.

Degree: MS, civil engineering, 2012, Texas A&M University

Subjects/Keywords: civil engineering.; Major civil engineering.; Soil penetration test.; Penetrometers.

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APA (6th Edition):

Miran, J. (2012). The cone penetrometer test. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1990-THESIS-M672

Chicago Manual of Style (16th Edition):

Miran, Jerome. “The cone penetrometer test.” 2012. Masters Thesis, Texas A&M University. Accessed November 22, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1990-THESIS-M672.

MLA Handbook (7th Edition):

Miran, Jerome. “The cone penetrometer test.” 2012. Web. 22 Nov 2019.

Vancouver:

Miran J. The cone penetrometer test. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1990-THESIS-M672.

Council of Science Editors:

Miran J. The cone penetrometer test. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1990-THESIS-M672


University of Alberta

4. Clementino, Renato Viana. Feasibility of cone penetration test applied to horizontal directional drilling in continuous boreholes.

Degree: PhD, Department of Civil and Environmental Engineering, 2002, University of Alberta

Subjects/Keywords: Tunneling.; Penetrometers.; Soil penetration test.; Directional drilling.

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APA (6th Edition):

Clementino, R. V. (2002). Feasibility of cone penetration test applied to horizontal directional drilling in continuous boreholes. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/2227ms431

Chicago Manual of Style (16th Edition):

Clementino, Renato Viana. “Feasibility of cone penetration test applied to horizontal directional drilling in continuous boreholes.” 2002. Doctoral Dissertation, University of Alberta. Accessed November 22, 2019. https://era.library.ualberta.ca/files/2227ms431.

MLA Handbook (7th Edition):

Clementino, Renato Viana. “Feasibility of cone penetration test applied to horizontal directional drilling in continuous boreholes.” 2002. Web. 22 Nov 2019.

Vancouver:

Clementino RV. Feasibility of cone penetration test applied to horizontal directional drilling in continuous boreholes. [Internet] [Doctoral dissertation]. University of Alberta; 2002. [cited 2019 Nov 22]. Available from: https://era.library.ualberta.ca/files/2227ms431.

Council of Science Editors:

Clementino RV. Feasibility of cone penetration test applied to horizontal directional drilling in continuous boreholes. [Doctoral Dissertation]. University of Alberta; 2002. Available from: https://era.library.ualberta.ca/files/2227ms431


University of Oklahoma

5. Tan, Norman K. Pressuremeter and cone penetrometer testing in a calibration chamber with unsaturated Minco Silt.

Degree: PhD, School of Civil Engineering and Environmental Science, 2005, University of Oklahoma

 The pressuremeter test (PMT) and cone penetrometer test (CPT) are becoming popular instruments for subsurface exploration. The PMT is an excellent test to determine the… (more)

Subjects/Keywords: Soil mechanics.; Engineering, Civil.; Penetrometers; Zone of aeration.

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APA (6th Edition):

Tan, N. K. (2005). Pressuremeter and cone penetrometer testing in a calibration chamber with unsaturated Minco Silt. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/861

Chicago Manual of Style (16th Edition):

Tan, Norman K. “Pressuremeter and cone penetrometer testing in a calibration chamber with unsaturated Minco Silt.” 2005. Doctoral Dissertation, University of Oklahoma. Accessed November 22, 2019. http://hdl.handle.net/11244/861.

MLA Handbook (7th Edition):

Tan, Norman K. “Pressuremeter and cone penetrometer testing in a calibration chamber with unsaturated Minco Silt.” 2005. Web. 22 Nov 2019.

Vancouver:

Tan NK. Pressuremeter and cone penetrometer testing in a calibration chamber with unsaturated Minco Silt. [Internet] [Doctoral dissertation]. University of Oklahoma; 2005. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/11244/861.

Council of Science Editors:

Tan NK. Pressuremeter and cone penetrometer testing in a calibration chamber with unsaturated Minco Silt. [Doctoral Dissertation]. University of Oklahoma; 2005. Available from: http://hdl.handle.net/11244/861


Indian Institute of Science

6. Raju, K V S B. Tip Resistance Of A Miniature Cone Penetrometer Using Triaxial Apparatus For Clean And Silty Sand.

Degree: 2008, Indian Institute of Science

 The static cone penetration tests are quite extensively used for carrying out in-situ geotechnical investigations both for onshore and offshore sites especially where the soil… (more)

Subjects/Keywords: Sand Mecahanics; Soil Mechanics; Cone Penetrometers; Sand - Cone Penetration; Clean Sand; Silty Sand; Sandy Soils; Tip Resistance; Miniature Cone; Cone Penetration Tests (CPT); Structural Engineering

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APA (6th Edition):

Raju, K. V. S. B. (2008). Tip Resistance Of A Miniature Cone Penetrometer Using Triaxial Apparatus For Clean And Silty Sand. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/715

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):

Raju, K V S B. “Tip Resistance Of A Miniature Cone Penetrometer Using Triaxial Apparatus For Clean And Silty Sand.” 2008. Thesis, Indian Institute of Science. Accessed November 22, 2019. http://hdl.handle.net/2005/715.

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

MLA Handbook (7th Edition):

Raju, K V S B. “Tip Resistance Of A Miniature Cone Penetrometer Using Triaxial Apparatus For Clean And Silty Sand.” 2008. Web. 22 Nov 2019.

Vancouver:

Raju KVSB. Tip Resistance Of A Miniature Cone Penetrometer Using Triaxial Apparatus For Clean And Silty Sand. [Internet] [Thesis]. Indian Institute of Science; 2008. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/2005/715.

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

Council of Science Editors:

Raju KVSB. Tip Resistance Of A Miniature Cone Penetrometer Using Triaxial Apparatus For Clean And Silty Sand. [Thesis]. Indian Institute of Science; 2008. Available from: http://hdl.handle.net/2005/715

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


Texas A&M University

7. Khalaf, Karim. Driven cone penetrometer for pile driving analysis.

Degree: MS, civil engineering, 2012, Texas A&M University

Subjects/Keywords: civil engineering.; Major civil engineering.; Piling (Civil engineering); Penetrometers.; Wave equation.

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APA (6th Edition):

Khalaf, K. (2012). Driven cone penetrometer for pile driving analysis. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1992-THESIS-K446

Chicago Manual of Style (16th Edition):

Khalaf, Karim. “Driven cone penetrometer for pile driving analysis.” 2012. Masters Thesis, Texas A&M University. Accessed November 22, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1992-THESIS-K446.

MLA Handbook (7th Edition):

Khalaf, Karim. “Driven cone penetrometer for pile driving analysis.” 2012. Web. 22 Nov 2019.

Vancouver:

Khalaf K. Driven cone penetrometer for pile driving analysis. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1992-THESIS-K446.

Council of Science Editors:

Khalaf K. Driven cone penetrometer for pile driving analysis. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1992-THESIS-K446


Virginia Tech

8. Eid, Walid Khaled. Scaling effect in cone penetration testing in sand.

Degree: PhD, Civil Engineering, 1987, Virginia Tech

Subjects/Keywords: LD5655.V856 1987.E34; Penetrometers; Sand; Soil penetration test; Soils  – Testing

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APA (6th Edition):

Eid, W. K. (1987). Scaling effect in cone penetration testing in sand. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/49849

Chicago Manual of Style (16th Edition):

Eid, Walid Khaled. “Scaling effect in cone penetration testing in sand.” 1987. Doctoral Dissertation, Virginia Tech. Accessed November 22, 2019. http://hdl.handle.net/10919/49849.

MLA Handbook (7th Edition):

Eid, Walid Khaled. “Scaling effect in cone penetration testing in sand.” 1987. Web. 22 Nov 2019.

Vancouver:

Eid WK. Scaling effect in cone penetration testing in sand. [Internet] [Doctoral dissertation]. Virginia Tech; 1987. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/10919/49849.

Council of Science Editors:

Eid WK. Scaling effect in cone penetration testing in sand. [Doctoral Dissertation]. Virginia Tech; 1987. Available from: http://hdl.handle.net/10919/49849

9. Chini, Christopher Matthew. An experimental method for visualizing undrained shearing failure in a transparent soft clay surrogate.

Degree: MS, Civil Engineering, 2015, University of Illinois – Urbana-Champaign

 This research investigated the use of non-invasive testing procedures to visualize the failure surface of four laboratory shear-testing techniques in a soft clay surrogate, Laponite… (more)

Subjects/Keywords: Transparent Soil; Soft Clay; Miniature Shear Vane; Penetrometers; Particle Tracking

…flat tip. Previous studies evaluated the soil deformations from both full flow penetrometers… …x28;T-bar and ball) and cone penetrometers through theoretical, numerical, or… …penetrometer test is one of two full flow penetrometers used to characterize the peak and remolded… …undrained shear strength of soft clays with depth. Full flow penetrometers force the soft clay to… …two full flow penetrometers, allows for the determination of undrained shear strength… 

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APA (6th Edition):

Chini, C. M. (2015). An experimental method for visualizing undrained shearing failure in a transparent soft clay surrogate. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/78486

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):

Chini, Christopher Matthew. “An experimental method for visualizing undrained shearing failure in a transparent soft clay surrogate.” 2015. Thesis, University of Illinois – Urbana-Champaign. Accessed November 22, 2019. http://hdl.handle.net/2142/78486.

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

MLA Handbook (7th Edition):

Chini, Christopher Matthew. “An experimental method for visualizing undrained shearing failure in a transparent soft clay surrogate.” 2015. Web. 22 Nov 2019.

Vancouver:

Chini CM. An experimental method for visualizing undrained shearing failure in a transparent soft clay surrogate. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2015. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/2142/78486.

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

Council of Science Editors:

Chini CM. An experimental method for visualizing undrained shearing failure in a transparent soft clay surrogate. [Thesis]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/78486

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


University of Florida

10. Weintraub, David. Development of an Automated Airfield Dynamic Cone Penetrometer (AADCP) prototype and the evaluation of unsurfaced airfield seismic surveying using Spectral Analysis of Surface Waves (SASW) technology.

Degree: 1993, University of Florida

Subjects/Keywords: Airports; Correlations; Cosmic microwave background radiation; Cylinders; Flow regulators; Hammers; Manuals; Penetrometers; Pistons; Velocity

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APA (6th Edition):

Weintraub, D. (1993). Development of an Automated Airfield Dynamic Cone Penetrometer (AADCP) prototype and the evaluation of unsurfaced airfield seismic surveying using Spectral Analysis of Surface Waves (SASW) technology. (Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/AA00003265

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):

Weintraub, David. “Development of an Automated Airfield Dynamic Cone Penetrometer (AADCP) prototype and the evaluation of unsurfaced airfield seismic surveying using Spectral Analysis of Surface Waves (SASW) technology.” 1993. Thesis, University of Florida. Accessed November 22, 2019. http://ufdc.ufl.edu/AA00003265.

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

MLA Handbook (7th Edition):

Weintraub, David. “Development of an Automated Airfield Dynamic Cone Penetrometer (AADCP) prototype and the evaluation of unsurfaced airfield seismic surveying using Spectral Analysis of Surface Waves (SASW) technology.” 1993. Web. 22 Nov 2019.

Vancouver:

Weintraub D. Development of an Automated Airfield Dynamic Cone Penetrometer (AADCP) prototype and the evaluation of unsurfaced airfield seismic surveying using Spectral Analysis of Surface Waves (SASW) technology. [Internet] [Thesis]. University of Florida; 1993. [cited 2019 Nov 22]. Available from: http://ufdc.ufl.edu/AA00003265.

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

Council of Science Editors:

Weintraub D. Development of an Automated Airfield Dynamic Cone Penetrometer (AADCP) prototype and the evaluation of unsurfaced airfield seismic surveying using Spectral Analysis of Surface Waves (SASW) technology. [Thesis]. University of Florida; 1993. Available from: http://ufdc.ufl.edu/AA00003265

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


University of Florida

11. Gupta, Ramesh C ( Ramesh Chandra ), 1941-. Determination of the insitu coefficients of consolidation and permeability of submerged soils using electrical piezoprobe soundings.

Degree: 1983, University of Florida

Subjects/Keywords: Civil engineering; Penetrometers; Piezometers; Pressure; Pressure distribution; Shear stress; Soils; Sounding; Symmetry; Water pressure; Soil consolidation ( fast ); Soil permeability ( fast )

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APA (6th Edition):

Gupta, Ramesh C ( Ramesh Chandra ), 1. (1983). Determination of the insitu coefficients of consolidation and permeability of submerged soils using electrical piezoprobe soundings. (Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/AA00032838

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):

Gupta, Ramesh C ( Ramesh Chandra ), 1941-. “Determination of the insitu coefficients of consolidation and permeability of submerged soils using electrical piezoprobe soundings.” 1983. Thesis, University of Florida. Accessed November 22, 2019. http://ufdc.ufl.edu/AA00032838.

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

MLA Handbook (7th Edition):

Gupta, Ramesh C ( Ramesh Chandra ), 1941-. “Determination of the insitu coefficients of consolidation and permeability of submerged soils using electrical piezoprobe soundings.” 1983. Web. 22 Nov 2019.

Vancouver:

Gupta, Ramesh C ( Ramesh Chandra ) 1. Determination of the insitu coefficients of consolidation and permeability of submerged soils using electrical piezoprobe soundings. [Internet] [Thesis]. University of Florida; 1983. [cited 2019 Nov 22]. Available from: http://ufdc.ufl.edu/AA00032838.

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

Council of Science Editors:

Gupta, Ramesh C ( Ramesh Chandra ) 1. Determination of the insitu coefficients of consolidation and permeability of submerged soils using electrical piezoprobe soundings. [Thesis]. University of Florida; 1983. Available from: http://ufdc.ufl.edu/AA00032838

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


University of Florida

12. Nottingham, Larry Curtis, 1942- ( Dissertant ). Use of quasi-static friction cone penetrometer data to predict load capacity of displacement piles.

Degree: 1975, University of Florida

 A study to determine the applicability of quasi-static friction cone penetrometer data for predicting the load capacity of displacement piles is presented. The study included… (more)

Subjects/Keywords: Diameters; Friction; Load tests; Modeling; Penetrometers; Prairies; Resistance mechanisms; Sleeves; Sounding; Steels; Piling (Civil engineering)  – Testing

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APA (6th Edition):

Nottingham, Larry Curtis, 1. (. D. ). (1975). Use of quasi-static friction cone penetrometer data to predict load capacity of displacement piles. (Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UF00098318

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):

Nottingham, Larry Curtis, 1942- ( Dissertant ). “Use of quasi-static friction cone penetrometer data to predict load capacity of displacement piles.” 1975. Thesis, University of Florida. Accessed November 22, 2019. http://ufdc.ufl.edu/UF00098318.

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

MLA Handbook (7th Edition):

Nottingham, Larry Curtis, 1942- ( Dissertant ). “Use of quasi-static friction cone penetrometer data to predict load capacity of displacement piles.” 1975. Web. 22 Nov 2019.

Vancouver:

Nottingham, Larry Curtis 1(D). Use of quasi-static friction cone penetrometer data to predict load capacity of displacement piles. [Internet] [Thesis]. University of Florida; 1975. [cited 2019 Nov 22]. Available from: http://ufdc.ufl.edu/UF00098318.

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

Council of Science Editors:

Nottingham, Larry Curtis 1(D). Use of quasi-static friction cone penetrometer data to predict load capacity of displacement piles. [Thesis]. University of Florida; 1975. Available from: http://ufdc.ufl.edu/UF00098318

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


Virginia Tech

13. Kwiatkowski, Terese Marie. The miniature electrical cone penetrometer and data acquisition system.

Degree: MS, Civil Engineering, 1985, Virginia Tech

Subjects/Keywords: LD5655.V855 1985.K842; Soil liquefaction; Soils  – Testing  – Equipment and supplies; Penetrometers  – Design and construction; Soils  – Testing  – Data processing

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APA (6th Edition):

Kwiatkowski, T. M. (1985). The miniature electrical cone penetrometer and data acquisition system. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/90934

Chicago Manual of Style (16th Edition):

Kwiatkowski, Terese Marie. “The miniature electrical cone penetrometer and data acquisition system.” 1985. Masters Thesis, Virginia Tech. Accessed November 22, 2019. http://hdl.handle.net/10919/90934.

MLA Handbook (7th Edition):

Kwiatkowski, Terese Marie. “The miniature electrical cone penetrometer and data acquisition system.” 1985. Web. 22 Nov 2019.

Vancouver:

Kwiatkowski TM. The miniature electrical cone penetrometer and data acquisition system. [Internet] [Masters thesis]. Virginia Tech; 1985. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/10919/90934.

Council of Science Editors:

Kwiatkowski TM. The miniature electrical cone penetrometer and data acquisition system. [Masters Thesis]. Virginia Tech; 1985. Available from: http://hdl.handle.net/10919/90934


University of Florida

14. Hu, Zhihong. Updating Florida Department of Transportation's (FDOT) Pile/Shaft Design Procedures Based on CPT and DTP Data.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2007, University of Florida

 The Florida Department of Transportation (FDOT) began developing a geotech-material-construction database that includes information on piles and drilled shafts, specifically, in-situ data (SPT, CPT, etc.)… (more)

Subjects/Keywords: Bridge piers; Cementation; Load tests; Penetrometers; R factors; Silts; Skin friction; Sleeves; Soils; Test data; axial, capacity, cemented, cpt, dtp, lrfd, sand

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APA (6th Edition):

Hu, Z. (2007). Updating Florida Department of Transportation's (FDOT) Pile/Shaft Design Procedures Based on CPT and DTP Data. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0021528

Chicago Manual of Style (16th Edition):

Hu, Zhihong. “Updating Florida Department of Transportation's (FDOT) Pile/Shaft Design Procedures Based on CPT and DTP Data.” 2007. Doctoral Dissertation, University of Florida. Accessed November 22, 2019. http://ufdc.ufl.edu/UFE0021528.

MLA Handbook (7th Edition):

Hu, Zhihong. “Updating Florida Department of Transportation's (FDOT) Pile/Shaft Design Procedures Based on CPT and DTP Data.” 2007. Web. 22 Nov 2019.

Vancouver:

Hu Z. Updating Florida Department of Transportation's (FDOT) Pile/Shaft Design Procedures Based on CPT and DTP Data. [Internet] [Doctoral dissertation]. University of Florida; 2007. [cited 2019 Nov 22]. Available from: http://ufdc.ufl.edu/UFE0021528.

Council of Science Editors:

Hu Z. Updating Florida Department of Transportation's (FDOT) Pile/Shaft Design Procedures Based on CPT and DTP Data. [Doctoral Dissertation]. University of Florida; 2007. Available from: http://ufdc.ufl.edu/UFE0021528


North Carolina State University

15. Goodnight, Dana Jon. Impact of a large sphere into a bed of cohesionless particles.

Degree: MS, Marine, Earth and Atmospheric Sciences, 2003, North Carolina State University

 Impact and penetration of a large sphere into both dry and water-saturated granular beds of smaller particles were studied using physical and numerical experiments. In… (more)

Subjects/Keywords: granular chains of force; computer simulations; granular dynamics; penetrometers; XBP; expendable bottom probe; CBL; deceleration curves; sediment properties; impact physics; seabed penetration

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APA (6th Edition):

Goodnight, D. J. (2003). Impact of a large sphere into a bed of cohesionless particles. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/876

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):

Goodnight, Dana Jon. “Impact of a large sphere into a bed of cohesionless particles.” 2003. Thesis, North Carolina State University. Accessed November 22, 2019. http://www.lib.ncsu.edu/resolver/1840.16/876.

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

MLA Handbook (7th Edition):

Goodnight, Dana Jon. “Impact of a large sphere into a bed of cohesionless particles.” 2003. Web. 22 Nov 2019.

Vancouver:

Goodnight DJ. Impact of a large sphere into a bed of cohesionless particles. [Internet] [Thesis]. North Carolina State University; 2003. [cited 2019 Nov 22]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/876.

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

Council of Science Editors:

Goodnight DJ. Impact of a large sphere into a bed of cohesionless particles. [Thesis]. North Carolina State University; 2003. Available from: http://www.lib.ncsu.edu/resolver/1840.16/876

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


University of Florida

16. Vazquez-Palacios, Luciano, 1946-. Soil compaction variability in Florida sandy soils.

Degree: 1986, University of Florida

Subjects/Keywords: Irrigation; Moisture content; Penetrometers; Soil science; Soil water; Soils; Soybeans; Subsoiling; Tillage; Water management; Sandy soils  – Florida; Soil Science thesis Ph. D; Soils  – Florida

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

APA (6th Edition):

Vazquez-Palacios, Luciano, 1. (1986). Soil compaction variability in Florida sandy soils. (Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/AA00028904

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):

Vazquez-Palacios, Luciano, 1946-. “Soil compaction variability in Florida sandy soils.” 1986. Thesis, University of Florida. Accessed November 22, 2019. http://ufdc.ufl.edu/AA00028904.

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

MLA Handbook (7th Edition):

Vazquez-Palacios, Luciano, 1946-. “Soil compaction variability in Florida sandy soils.” 1986. Web. 22 Nov 2019.

Vancouver:

Vazquez-Palacios, Luciano 1. Soil compaction variability in Florida sandy soils. [Internet] [Thesis]. University of Florida; 1986. [cited 2019 Nov 22]. Available from: http://ufdc.ufl.edu/AA00028904.

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

Council of Science Editors:

Vazquez-Palacios, Luciano 1. Soil compaction variability in Florida sandy soils. [Thesis]. University of Florida; 1986. Available from: http://ufdc.ufl.edu/AA00028904

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


University of Florida

17. Kashirad, Ahmad, 1933-. Characterization of tillage pans in selected coastal plain soils.

Degree: 1966, University of Florida

Subjects/Keywords: Corn; Penetrometers; Peroxides; Porosity; Soil organic matter; Soil science; Soil strength; Soils; Tillage; Virgin soils; Soil Science thesis Ph. D; Soils  – Classification

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

APA (6th Edition):

Kashirad, Ahmad, 1. (1966). Characterization of tillage pans in selected coastal plain soils. (Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/AA00041029

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):

Kashirad, Ahmad, 1933-. “Characterization of tillage pans in selected coastal plain soils.” 1966. Thesis, University of Florida. Accessed November 22, 2019. http://ufdc.ufl.edu/AA00041029.

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

MLA Handbook (7th Edition):

Kashirad, Ahmad, 1933-. “Characterization of tillage pans in selected coastal plain soils.” 1966. Web. 22 Nov 2019.

Vancouver:

Kashirad, Ahmad 1. Characterization of tillage pans in selected coastal plain soils. [Internet] [Thesis]. University of Florida; 1966. [cited 2019 Nov 22]. Available from: http://ufdc.ufl.edu/AA00041029.

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

Council of Science Editors:

Kashirad, Ahmad 1. Characterization of tillage pans in selected coastal plain soils. [Thesis]. University of Florida; 1966. Available from: http://ufdc.ufl.edu/AA00041029

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


University of Florida

18. Knox, Kenneth James, 1955- ( Dissertant ). Applications of the electronic cone penetration test for the geotechnical site investigation of Florida soils.

Degree: 1989, University of Florida

The purpose of this research project was to evaluate techniques to

Subjects/Keywords: Autocorrelation; Databases; Datasets; Landfills; Modeling; Penetrometers; Regression analysis; Silts; Soil properties; Soils; Civil Engineering thesis Ph. D; Penetrometer; Soil penetration test; Soils  – Florida; Soils  – Testing

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

APA (6th Edition):

Knox, Kenneth James, 1. (. D. ). (1989). Applications of the electronic cone penetration test for the geotechnical site investigation of Florida soils. (Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UF00097392

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):

Knox, Kenneth James, 1955- ( Dissertant ). “Applications of the electronic cone penetration test for the geotechnical site investigation of Florida soils.” 1989. Thesis, University of Florida. Accessed November 22, 2019. http://ufdc.ufl.edu/UF00097392.

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

MLA Handbook (7th Edition):

Knox, Kenneth James, 1955- ( Dissertant ). “Applications of the electronic cone penetration test for the geotechnical site investigation of Florida soils.” 1989. Web. 22 Nov 2019.

Vancouver:

Knox, Kenneth James 1(D). Applications of the electronic cone penetration test for the geotechnical site investigation of Florida soils. [Internet] [Thesis]. University of Florida; 1989. [cited 2019 Nov 22]. Available from: http://ufdc.ufl.edu/UF00097392.

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

Council of Science Editors:

Knox, Kenneth James 1(D). Applications of the electronic cone penetration test for the geotechnical site investigation of Florida soils. [Thesis]. University of Florida; 1989. Available from: http://ufdc.ufl.edu/UF00097392

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

19. Nader, Athir. Engineering Characteristics of Sensitive Marine Clays - Examples of Clays in Eastern Canada .

Degree: 2014, University of Ottawa

 Sensitive marine clay in Ottawa is a challenging soil for geotechnical engineers. This type of clay behaves differently than other soils in Canada or other… (more)

Subjects/Keywords: Engineering characteristics; Laboratory testing; In-Situ; Gloucester; Ottawa; Leda Clay; Sensitive Marine Clay; Ball penetrometers; CPT; Temperature; Sensitive Marine Clay; Canadian Foundation Engineering Manual

…146 FIGURE 4-12 TEMPERATURE PROFILE FROM THREE PENETROMETERS TESTS..... 149 FIGURE 4-13 CONE… …the purpose of increasing local experience with the use of cone and ball penetrometers in… …characterized and examined. Also, local experience on the use of cone and ball penetrometers should be… …sensitive marine clays in Ottawa by using penetrometers,  to understand the effect of… …of sensitive marine clays in Ottawa by using cone and ball penetrometers. The chapter also… 

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

APA (6th Edition):

Nader, A. (2014). Engineering Characteristics of Sensitive Marine Clays - Examples of Clays in Eastern Canada . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/30670

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):

Nader, Athir. “Engineering Characteristics of Sensitive Marine Clays - Examples of Clays in Eastern Canada .” 2014. Thesis, University of Ottawa. Accessed November 22, 2019. http://hdl.handle.net/10393/30670.

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

MLA Handbook (7th Edition):

Nader, Athir. “Engineering Characteristics of Sensitive Marine Clays - Examples of Clays in Eastern Canada .” 2014. Web. 22 Nov 2019.

Vancouver:

Nader A. Engineering Characteristics of Sensitive Marine Clays - Examples of Clays in Eastern Canada . [Internet] [Thesis]. University of Ottawa; 2014. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/10393/30670.

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

Council of Science Editors:

Nader A. Engineering Characteristics of Sensitive Marine Clays - Examples of Clays in Eastern Canada . [Thesis]. University of Ottawa; 2014. Available from: http://hdl.handle.net/10393/30670

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

20. Boscardin, Adriane G. Development of Miniature Full Flow and Model Pipeline Probes for Testing of Box Core Samples of Surficial Seabed Sediments.

Degree: PhD, Civil Engineering, 2013, U of Massachusetts : PhD

  The box corer is a relatively new tool used in the geotechnical community for collection of soft seabed sediments. Miniature full flow and model… (more)

Subjects/Keywords: box core sampling of seabed sediments; cyclic t-bar testing; full flow penetrometers; intact and remolded undrained shear strength; t-bar and ball; toroid and model pipeline testing; Civil and Environmental Engineering

…USING CYCLIC MINIATURE PENETROMETERS AND PUSH CONE ............... 4 2.1 Abstract… …6 2.4 Miniature Full Flow Penetrometers and Push Cone Equipment… …7 2.4.1 Miniature Penetrometers… …10 2.6.1.1 Miniature Ball and T-bar Penetrometers .................................... 10… …MINIATURE FULL FLOW PENETROMETERS AND MOTORIZED VANE… 

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

APA (6th Edition):

Boscardin, A. G. (2013). Development of Miniature Full Flow and Model Pipeline Probes for Testing of Box Core Samples of Surficial Seabed Sediments. (Doctoral Dissertation). U of Massachusetts : PhD. Retrieved from https://scholarworks.umass.edu/open_access_dissertations/728

Chicago Manual of Style (16th Edition):

Boscardin, Adriane G. “Development of Miniature Full Flow and Model Pipeline Probes for Testing of Box Core Samples of Surficial Seabed Sediments.” 2013. Doctoral Dissertation, U of Massachusetts : PhD. Accessed November 22, 2019. https://scholarworks.umass.edu/open_access_dissertations/728.

MLA Handbook (7th Edition):

Boscardin, Adriane G. “Development of Miniature Full Flow and Model Pipeline Probes for Testing of Box Core Samples of Surficial Seabed Sediments.” 2013. Web. 22 Nov 2019.

Vancouver:

Boscardin AG. Development of Miniature Full Flow and Model Pipeline Probes for Testing of Box Core Samples of Surficial Seabed Sediments. [Internet] [Doctoral dissertation]. U of Massachusetts : PhD; 2013. [cited 2019 Nov 22]. Available from: https://scholarworks.umass.edu/open_access_dissertations/728.

Council of Science Editors:

Boscardin AG. Development of Miniature Full Flow and Model Pipeline Probes for Testing of Box Core Samples of Surficial Seabed Sediments. [Doctoral Dissertation]. U of Massachusetts : PhD; 2013. Available from: https://scholarworks.umass.edu/open_access_dissertations/728

.