Soil-Structure Interaction Seminar - Foundation Performance ...

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GUIDLINES FOR GEOTECHNICAL DESIGN, QUALITY CONTROL, AND MAINTENANCE OF RESIDENTIAL PROJECTS IN THE HOUSTON AREA by DAVID A. EASTWOOD, P.E. GEOTECH ENGINEERING AND TESTING, INC.
8 GEOTECH ENGINEERING and TESTING, INC. ••••• Consulting Engineers • Geoteclmical • Environmental • Construction Materials Testing Biography David Eastwood, P .E. David Eastwood is the President of Geotech Engineering and Testing, Inc. Mr. Eastwood has practiced consulting engineering for about 16 years serving in key technical, project management, and administrative roles on both domestic and international assignments. His experience in these functions include a wide range of project types and large capital investments ranging from residential and industrial to commercial buildings. Geotech Engineering and Testing has been a leader in providing soils and foundation engineering services to the Houston area builders, developers, architects, and designers. Mr. Eastwood has conducted soils and foundation explorations and foundation distress studies for a wide variety of projects including a large number of residences, apartment buildings, shopping centers, and office buildings. Mr. Eastwood received his Bachelor and Masters of Science from the University of Houston with specialization in soils engineering. He has several publications on design and construction of foundations on expansive soils. Mr. Eastwood is a member of PTI, GHBA, AlA, ASTM, TSPE, TIBD, ACME, and ASCE. Mr. Eastwood is the Chairman of the geotechnical committee of Post-Tensioning Institute Slab-On-Grade Committee. administ\bio.dae 5889 West 34th Street • Houston, Texas 77092 • 713-683-0072 • Fax 713-683-0074 Houston • Dallas • San Antonio • Austin
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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
Page 26 and 27: GARAGE 0" ·-0.2" -0.8 11 -0.3" •
Page 29 and 30: V) IJ.J u
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
Page 44 and 45: and rigidity to control, dissipate
Page 47: 4.0 DESIGN PARAMETERS 4.1 General T
Page 62: I I. I I APPENDIX B TYPICAL GENERAL
Page 66: FUTURE OF POST-TENSIONED SLABS ON G
Page 74 and 75: GEOTECHNICAL GUIDELINES FOR DESIGN,
Page 76 and 77: INTRODUCTION The variable subsoil c
Page 78 and 79: 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
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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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