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Relevant bibliographies by topics / Drilled shafts

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Dissertations / Theses

Academic literature on the topic 'Drilled shafts'

Author: Grafiati

Published: 4 June 2021

Last updated: 8 February 2022

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Dissertations / Theses on the topic "Drilled shafts"

1

Yamin, Moh'd. "LANDSLIDE STABILIZATION USING A SINGLE ROW OF ROCK-SOCKETED DRILLED SHAFTS AND ANALYSIS OF LATERALLY LOADED DRILLED SHAFTS USING SHAFT DEFLECTION DATA." University of Akron / OhioLINK, 2007. http://rave.ohiolink.edu/etdc/view?acc_num=akron1196960547.

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2

Shelman, Aaron Trask. "Seismic design of drilled shafts in clay." [Ames, Iowa : Iowa State University], 2009. http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:1473259.

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3

Yang, Ke. "ANALYSIS OF LATERALLY LOADED DRILLED SHAFTS IN ROCK." University of Akron / OhioLINK, 2006. http://rave.ohiolink.edu/etdc/view?acc_num=akron1133907777.

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4

Karch, Daniel E. "Integrity Testing of Drilled Shafts Using Thermal Profiling." Ohio University / OhioLINK, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou151548754623562.

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5

Zhang, Lianyang 1964. "Analyis [sic] and design of drilled shafts in rock." Thesis, Massachusetts Institute of Technology, 1999. http://hdl.handle.net/1721.1/9505.

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Thesis (Ph.D.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 1999.<br>Includes bibliographical references (p. 713-732).<br>Drilled shafts are widely used to transfer heavy structural loads (both axial and lateral) through the overburden soil to the underlying rock mass. It is important to consider the effect of discontinuities when designing drilled shafts in rock. This thesis develops (1) a new design method for axially loaded rock-socketed shafts; (b) new design methods for laterally loaded rock-socketed shafts; and (c) a method for assessing the three

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6

To, Albert C. (Albert Chi Fu) 1975. "Lateral load capacity of drilled shafts in jointed rock." Thesis, Massachusetts Institute of Technology, 1999. http://hdl.handle.net/1721.1/40018.

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Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 1999.<br>Includes bibliographical references (p. 263).<br>Large vertical (axial) and lateral loads often act on the heads of drilled shafts in jointed rock. In current design practice, the p-y curve method used in design of laterally loaded drilled shafts in soil is adopted in the design of such shafts in jointed rock. The p-y curve method treats the soil as a continuum. The continuum model is not applicable to jointed rock, in which the joints form blocks. A new discontinuum model was developed

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7

Mullins, Miles Patrick. "Automated Device to Measure Slurry Properties in Drilled Shafts." Scholar Commons, 2016. http://scholarcommons.usf.edu/etd/6333.

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Slurry is the fluid within a drilled excavation that is introduced when an excavation is deeper than the water table or where additional stability is needed for loose sandy dry soils. Although construction practices vary greatly throughout the country and the world, slurry levels should be maintained above the existing ground water level by a suitable margin. The most widely used slurry type is mineral slurry formed by mixing dry clay powder with water; either bentonite or attapulgite powder may be used (attapulgite being used in saline water conditions). Regardless of whether the slurry mater

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8

Caliari, De Lima Lucas. "Construction Effects on the Side Shear of Drilled Shafts." Scholar Commons, 2017. http://scholarcommons.usf.edu/etd/7004.

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Design methods for side shear of drilled shafts, including the resistance factors that should be applied, do not account for any specific construction procedure. Instead, design often relies on analysis of case studies which include all construction methods used in each geomaterial type (e.g. clays, sands and rocks), or on parametric analysis. Nonetheless, literature suggests that different construction procedures result in varying side shear. This research investigated 2 types of construction: (1) slurry stabilization in sandy soils using bentonite and polymer products tha

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9

Kim, Sang-Ho. "Prediction of end bearing for drilled shafts and suggestion for design guidelines of end bearing for drilled shaft in Florida limestone." [Gainesville, Fla.] : University of Florida, 2003. http://purl.fcla.edu/fcla/etd/UFE0001446.

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10

Erfani, Joorabchi Arash. "Landslide Stabilization Using Drilled Shafts in Static and Dynamic Conditions." University of Akron / OhioLINK, 2011. http://rave.ohiolink.edu/etdc/view?acc_num=akron1306105465.

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