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Foundations On Rock by Duncan C. Wyllie

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1DTIC ADA137225: Design Of Gravity Dams On Rock Foundations. Sliding Stability Assessment By Limit Equilibrium And Selection Of Shear Strength Parameters.

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The limit-equilibrium method applies the factor of safety directly to the least known parameters of sliding stability assessments; that is, the shear strength of the founding material. Because shear strength forms an important part of any sliding stability assessment, this report also offers information on methods for the selection of design shear strengths for structures founded on rock mass. Shear strengths selected for design must consider certain prerequisites. Prerequisites briefly discussed include: field investigations, loading conditions, shear tests, material stress-strain characteristics, failure criteria, linear interpretation of nonlinear failure criteria, and the level of confidence that should be placed in the selected design strengths. Modes of potential failure for a structure founded on a rock mass may be through intact rock and/or along clean or filled discontinuous rock. Methods which form the bases of shear strength selection are dependent upon modes of potential failure. Currently acceptable methods, including shear tests, empirical concepts, and rational approaches, are discussed. Particular emphasis is given to alternative approaches in selecting design shear strength parameters c and 0 as the approaches relate to the level of confidence that must be placed in the design strengths.

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  • Title: ➤  DTIC ADA137225: Design Of Gravity Dams On Rock Foundations. Sliding Stability Assessment By Limit Equilibrium And Selection Of Shear Strength Parameters.
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  • Language: English

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The book is available for download in "texts" format, the size of the file-s is: 98.75 Mbs, the file-s for this book were downloaded 143 times, the file-s went public at Tue Jan 16 2018.

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2DTIC ADA273009: Repair, Evaluation, Maintenance, And Rehabilitation Research Program Incorporation Of Wall Movement And Vertical Wall Friction In The Analysis Of Rigid Concrete Structures On Rock Foundations

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This report presents recommendations for modifications to the present Corps of Engineers' stability analysis for concrete gravity structures. These modifications are intended for use in conjunction with the current analysis procedures for a more accurate assessment of the factor of safety of existing structures. It is concluded from this study that the effects of wall friction and strain compatibility are significant when the foundation rock modulus is relatively low. Gravity structures, Strain compatibility, Stability, Wall friction.

“DTIC ADA273009: Repair, Evaluation, Maintenance, And Rehabilitation Research Program Incorporation Of Wall Movement And Vertical Wall Friction In The Analysis Of Rigid Concrete Structures On Rock Foundations” Metadata:

  • Title: ➤  DTIC ADA273009: Repair, Evaluation, Maintenance, And Rehabilitation Research Program Incorporation Of Wall Movement And Vertical Wall Friction In The Analysis Of Rigid Concrete Structures On Rock Foundations
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  • Language: English

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The book is available for download in "texts" format, the size of the file-s is: 28.64 Mbs, the file-s for this book were downloaded 67 times, the file-s went public at Tue Mar 13 2018.

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3DTIC ADA403254: Engineering And Design: Stability Criteria For Existing Concrete Navigation Structures On Rock Foundations

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The purpose of this letter is to provide interim criteria and procedures for analyzing and for improving the stability of existing concrete navigation structures on rock foundations. Concrete navigation structures include lock walls, lock chambers, and approach walls.

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  • Title: ➤  DTIC ADA403254: Engineering And Design: Stability Criteria For Existing Concrete Navigation Structures On Rock Foundations
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  • Language: English

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The book is available for download in "texts" format, the size of the file-s is: 7.99 Mbs, the file-s for this book were downloaded 83 times, the file-s went public at Mon May 07 2018.

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4On Rock Or Sand? : Firm Foundations For Britain's Future

The purpose of this letter is to provide interim criteria and procedures for analyzing and for improving the stability of existing concrete navigation structures on rock foundations. Concrete navigation structures include lock walls, lock chambers, and approach walls.

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  • Language: English

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The book is available for download in "texts" format, the size of the file-s is: 447.48 Mbs, the file-s for this book were downloaded 35 times, the file-s went public at Mon May 03 2021.

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5On This Rock : Bible Foundations For Christian Living

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143 p. ; 18 cm

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  • Language: English

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The book is available for download in "texts" format, the size of the file-s is: 369.37 Mbs, the file-s for this book were downloaded 20 times, the file-s went public at Thu Apr 20 2023.

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6DTIC ADA273485: Evaluation Of Overturning Analysis For Concrete Structures On Rock Foundations

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This report includes a discussion of the present method of overturning analysis and a discussion of the underlying assumptions; the contact stresses under the base of the structures; and the effects of strain compatibility, compaction-induced lateral stresses, and wall friction on the driving and resisting moments. Recommendations are made for modifications to the present method of analysis, and areas for future studies where additional improvements could be made are discussed.

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  • Title: ➤  DTIC ADA273485: Evaluation Of Overturning Analysis For Concrete Structures On Rock Foundations
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  • Language: English

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The book is available for download in "texts" format, the size of the file-s is: 16.27 Mbs, the file-s for this book were downloaded 66 times, the file-s went public at Tue Mar 13 2018.

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7Foundations On Rock

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This report includes a discussion of the present method of overturning analysis and a discussion of the underlying assumptions; the contact stresses under the base of the structures; and the effects of strain compatibility, compaction-induced lateral stresses, and wall friction on the driving and resisting moments. Recommendations are made for modifications to the present method of analysis, and areas for future studies where additional improvements could be made are discussed.

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  • Language: English

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The book is available for download in "texts" format, the size of the file-s is: 985.76 Mbs, the file-s for this book were downloaded 218 times, the file-s went public at Thu Jul 21 2022.

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8Design Considerations For Seafloor Foundations On Rock

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This report includes a discussion of the present method of overturning analysis and a discussion of the underlying assumptions; the contact stresses under the base of the structures; and the effects of strain compatibility, compaction-induced lateral stresses, and wall friction on the driving and resisting moments. Recommendations are made for modifications to the present method of analysis, and areas for future studies where additional improvements could be made are discussed.

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The book is available for download in "texts" format, the size of the file-s is: 38.53 Mbs, the file-s for this book were downloaded 695 times, the file-s went public at Mon Sep 13 2010.

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9Design And Performance Of Deep Foundations : Piles And Piers In Soil And Soft Rock : Proceedings Of Sessions Sponsored By The Committees On Deep Foundations And Rock Mechanics Of The Geotechnical Engineering Division Of The American Society Of Civil Engineers In Conjunction With The ASCE Convention In Dallas, Texas, October 24-28, 1993

This report includes a discussion of the present method of overturning analysis and a discussion of the underlying assumptions; the contact stresses under the base of the structures; and the effects of strain compatibility, compaction-induced lateral stresses, and wall friction on the driving and resisting moments. Recommendations are made for modifications to the present method of analysis, and areas for future studies where additional improvements could be made are discussed.

“Design And Performance Of Deep Foundations : Piles And Piers In Soil And Soft Rock : Proceedings Of Sessions Sponsored By The Committees On Deep Foundations And Rock Mechanics Of The Geotechnical Engineering Division Of The American Society Of Civil Engineers In Conjunction With The ASCE Convention In Dallas, Texas, October 24-28, 1993” Metadata:

  • Title: ➤  Design And Performance Of Deep Foundations : Piles And Piers In Soil And Soft Rock : Proceedings Of Sessions Sponsored By The Committees On Deep Foundations And Rock Mechanics Of The Geotechnical Engineering Division Of The American Society Of Civil Engineers In Conjunction With The ASCE Convention In Dallas, Texas, October 24-28, 1993
  • Language: English

“Design And Performance Of Deep Foundations : Piles And Piers In Soil And Soft Rock : Proceedings Of Sessions Sponsored By The Committees On Deep Foundations And Rock Mechanics Of The Geotechnical Engineering Division Of The American Society Of Civil Engineers In Conjunction With The ASCE Convention In Dallas, Texas, October 24-28, 1993” Subjects and Themes:

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The book is available for download in "texts" format, the size of the file-s is: 770.04 Mbs, the file-s for this book were downloaded 60 times, the file-s went public at Sat Dec 24 2022.

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