Soil-Structure Interaction Seminar - Foundation Performance ...

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EXAMPLE OF HELICAL ANCHORS Pipe Type Shaft Square Shaft Figure 1. illustration of Foundation Anchor W W0u illustration of Bearing & Cylindrical Shear Soil Reaction illustration of Bearing Soil Reaction SK-19
Dear Prospective Client: The URETEK Method® URETEK USA, INC. We understand skepticism and recognize that one of the paramount duties of an engineer, when evaluating a product or repair technology is to gather pertinent and accurate data. We seek to provide that information so that a professional engineer seeking solutions can properly evaluate The URETEK __ _ Method® ,of lifting and undersea ling concrete. This booklet is not a sales brochure, but rather an assembly of data and documents for your careful review. The Uretek service policy is simple. We may not be able to meet your requirements for every repair project, but if one of our representatives makes a commitment to you and our product or service does not perform according to the commitment, you will not be billed. We are a service organization, dedicated to serving our clients with the highest degree of professionalism. If you favor us with an order, you will invite us back. That's our promise to you. Thank you for your interest in The URETEK Method®. w Sincerely, Brent Barron President DESCRIPTION OF URETEK METHOD 9422 Hommerly • Houston, Texas 77080 • Tel: 713/973-0125 • Fox: 713/973-2168 SK-20
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SOIL STRUCTURE INTERACTION SEMINA
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FOUNDATION FAILURE DEFINED IN TERMS
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FOUNDATION FAILURE DEFINED IN TERMS
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FOUNDATION FAILURE IN THE HOUSTON A
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FOUNDATION FAILURES IN THE HOUSTON
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Inspections of the foundation had b
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J CASE NO. 10 - THE USE OF SPREAD F
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GARAGE 0" ·-0.2" -0.8 11 -0.3" •
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V) IJ.J u
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• +0.3" +0.5" • 0 10 I SCALE IN
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CURRENT PRACTICES FOR DESIGN OF TRA
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INTRODUCTION CURRENT PRACTICES FOR
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and rigidity to control, dissipate
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4.0 DESIGN PARAMETERS 4.1 General T
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I I. I I APPENDIX B TYPICAL GENERAL
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FUTURE OF POST-TENSIONED SLABS ON G
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GUIDLINES FOR GEOTECHNICAL DESIGN,
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GEOTECHNICAL GUIDELINES FOR DESIGN,
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INTRODUCTION The variable subsoil c
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South, Southwest, Southeast, and pa
Page 81 and 82: Geotechnical Foundation Design Crit
Page 83 and 84: Foundation Design Considerations In
Page 85 and 86: Vegetation Control We recommend tre
Page 87 and 88: 8. The subgrade and fill moisture c
Page 89 and 90: Concrete Placement Monitoring The c
Page 91 and 92: Area drains can be used around the
Page 93 and 94: Inspections Every homeowner should
Page 95 and 96: Moisture Barriers Moisture barriers
Page 97: RECOMMENDED QUALITY CONTROL AND INS
Page 108 and 109: FOUNDATION REPAIR TECHNIQUES FOR RE
Page 110 and 111: PROFESSIONAL RESUME of DONALD E. LE
Page 112 and 113: FOUNDATION REPAIR TECHNIQUES PAGE 1
Page 115: FOUNDATION REPAIR TECHNIQUES PAGE40
Page 119: A P P E N D I X- DRAWINGS SAMPLE FO
Page 141: RESIDENTIAL SOIL AND FOUNDATION REQ
Page 148 and 149: Section 6-52. Exceptions CITY OF WE
Page 151 and 152: Soil Structure Interaction Seminar
Page 153 and 154: July 21, 1994 Page3 corporation, as
Page 156 and 157: Residential Construction Liability
Page 158 and 159: July 21, 1994 Page 8 E. Defenses to
Page 161 and 162: The Texas Deceptive Trade Practices
Page 163 and 164: construction or design of the house
Page 165: (5) Arguably, implied warranties do
Page 168 and 169: (3) Includes any diminution in mark
Page 171 and 172: D. Who Is a Proper Plaintiff? 1. An
Page 173 and 174: a. claimant's damages are limited t
Page 176: a. May be based on hearsay (i.e., e
Page 179 and 180: d. The Broker (1) Absent specific a
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VI. More Honored in the Breach HORA
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