Soil-Structure Interaction Seminar - Foundation Performance ...

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FOUNDATION FAILURE DEFINED IN TERMS OF PERFORMANCE by JACK DEAL, P.E. JACK DEAL CONSULTANTS, INC.
GENERAL OJJALIFICATIONS E.J. (JACK) DEAL, JR., P.E. Mr. E.J. (Jack) Deal, Jr. is a Registered Professional Structural Engineer, and President of Jack Deal Consultants, Inc. His primary professional activity is that of inspecting and reporting on structural and mechanical aspects of residential and commercial properties. Subsequent to receiving his B.S. degree in Architectural Engineering from the University of Texas in 1960, Mr. Deal's work has included: engineering design, general construction supervision, cost estimating and extensive inspection of residential and commercial properties. Over the last 26 years, he has personally performed over 10,000 structural and foundation inspections. His companies have issued over 45,000 inspection reports, the majority of which have included an evaluation of the foundation of the subject structure. Due to his specialized knowledge and his experience in construction disputes, Mr. Deal has acted as an engineering expert giving testimony in deposition and in court extensively during the last 20 years. In addition, he has acted as conciliator, arbitrator and has on occasion been appointed by the Court as Master in Chancery. His specialty is that of problem identification and evaluation of structures and foundation failure. PROFESSIONAL AFFILJA TIONS National Academy of Forensic Engineers (NAFEl * Fellow and Charter Year Member. * Standards of Practice for property inspectors and guidelines for foundation performance. National Association of Building Inspectors (NABil * Diplomat, Charter Member. * Standards of Practice for property inspections and due-diligence surveys of commercial properties. National & Texas Society of Professional Engineers
Page 1: SOIL STRUCTURE INTERACTION SEMINA
Page 8 and 9: FOUNDATION FAILURE DEFINED IN TERMS
Page 11 and 12: FOUNDATION FAILURE IN THE HOUSTON A
Page 13 and 14: FOUNDATION FAILURES IN THE HOUSTON
Page 15 and 16: Inspections of the foundation had b
Page 18 and 19: J CASE NO. 10 - THE USE OF SPREAD F
Page 26 and 27: GARAGE 0" ·-0.2" -0.8 11 -0.3" •
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Page 33: • +0.3" +0.5" • 0 10 I SCALE IN
Page 40 and 41: CURRENT PRACTICES FOR DESIGN OF TRA
Page 42 and 43: INTRODUCTION CURRENT PRACTICES FOR
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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
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Geotechnical Foundation Design Crit
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Foundation Design Considerations In
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Vegetation Control We recommend tre
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8. The subgrade and fill moisture c
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Concrete Placement Monitoring The c
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Area drains can be used around the
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Inspections Every homeowner should
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Moisture Barriers Moisture barriers
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RECOMMENDED QUALITY CONTROL AND INS
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FOUNDATION REPAIR TECHNIQUES FOR RE
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PROFESSIONAL RESUME of DONALD E. LE
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FOUNDATION REPAIR TECHNIQUES PAGE 1
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FOUNDATION REPAIR TECHNIQUES PAGE40
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A P P E N D I X- DRAWINGS SAMPLE FO
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EXAMPLE OF HELICAL ANCHORS Pipe Typ
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RESIDENTIAL SOIL AND FOUNDATION REQ
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Section 6-52. Exceptions CITY OF WE
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Soil Structure Interaction Seminar
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July 21, 1994 Page3 corporation, as
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Residential Construction Liability
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July 21, 1994 Page 8 E. Defenses to
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The Texas Deceptive Trade Practices
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construction or design of the house
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(5) Arguably, implied warranties do
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(3) Includes any diminution in mark
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D. Who Is a Proper Plaintiff? 1. An
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a. claimant's damages are limited t
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a. May be based on hearsay (i.e., e
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d. The Broker (1) Absent specific a
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VI. More Honored in the Breach HORA
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