Concrete Foundation Systems and Footings

This paper discusses a list of information and issues that causes of structural failure in the foundations and footings of a building. When a load is gradually applied on a foundation, settlement occurs which is almost elastic to begin with. At the ultimate load, general shear failure occurs when a plastic yield surface develops under the footing, extending outward and upward to the ground surface, and catastrophic settlement or rotation of the foundation occurs. Foundation failure is caused by multiple reasons such as poor soil preparation, water problems, dry heat, large trees and plumbing issues Foundation failure is where the foundation settles below level of original construction to a point where damages has occurred such as veneer cracking, interior sheetrock cracking, separations in the veneer and misaligning doors to name a few common symptoms

[1]  Ricardo Dobry,et al.  SEISMIC RESPONSE OF SHALLOW FOUNDATION ON LIQUEFIABLE SAND , 1997 .

[2]  Donald O. Dusenberry,et al.  Best Practices for Reducing the Potential for Progressive Collapse in Buildings | NIST , 2007 .

[3]  Hing-Ho Tsang,et al.  Seismic isolation for low‐to‐medium‐rise buildings using granulated rubber–soil mixtures: numerical study , 2012 .

[4]  Jonathan D. Bray,et al.  Mechanisms of Seismically Induced Settlement of Buildings with Shallow Foundations on Liquefiable Soil , 2010 .

[5]  Hellen Adams,et al.  Patent and Trademark Office , 2017 .

[6]  Tomas U. Ganiron Design and Management Features of Ecological Sanitation , 2015 .

[7]  Anil K. Chopra,et al.  Earthquake response analysis of multistorey buildings including foundation interaction , 1974 .

[8]  Hideaki Kishida,et al.  DAMAGE TO REINFORCED CONCRETE BUILDINGS IN NIIGATA CITY WITH SPECIAL REFERENCE TO FOUNDATION ENGINEERING , 1966 .

[9]  Dennis E Becker,et al.  EIGHTEENTH CANADIAN GEOTECHNICAL COLLOQUIUM: LIMIT STATES DESIGN FOR FOUNDATIONS. PART II. DEVELOPMENT FOR THE NATIONAL BUILDING CODE OF CANADA , 1996 .

[10]  G. Gazetas,et al.  Foundation–structure systems over a rupturing normal fault: Part II. Analysis of the Kocaeli case histories , 2007 .

[11]  S. C. Dutta,et al.  Response of low-rise buildings under seismic ground excitation incorporating soil-structure interaction , 2004 .

[12]  Ryozo Ooka,et al.  DEVELOPMENT OF A GROUND SOURCE HEAT PUMP SYSTEM WITH GROUND HEAT EXCHANGER UTILIZING THE CAST-IN-PLACE CONCRETE PILE FOUNDATIONS OF A BUILDING , 2005 .

[13]  Ganiron,et al.  Performance of Community Water Supply Management towards Designing Water Safety Plan , 2017 .

[14]  Tomas U. Ganiron Development and Efficiency of Prefabricated Building Components , 2016 .

[15]  Anestis S. Veletsos,et al.  LATERAL AND ROCKING VIBRATION OF FOOTINGS , 1971 .

[16]  Tomas U. Ganiron A Case Study of Site Conditions and Ground Stability of Town Homes , 2016 .

[17]  V. Drnevich,et al.  Shear Modulus and Damping in Soils: Measurement and Parameter Effects (Terzaghi Leture) , 1972 .

[18]  Andrew H. Buchanan,et al.  PERFORMANCE OF RESIDENTIAL HOUSES IN THE DARFIELD (CANTERBURY) EARTHQUAKE , 2010 .

[19]  John W. Dunham,et al.  Pile Foundations for Buildings , 1954 .

[20]  George W. Housner,et al.  Effect of foundation compliance on earthquake stresses in multistory buildings , 1954 .

[21]  Tomas U. Ganiron,et al.  Prefabricated Technology in a Modular House , 2014 .

[22]  Jack I. Clark The settlement and bearing capacity of very large foundations on strong soils: 1996 R.M. Hardy keynote address , 1998 .

[23]  Andrew H. Buchanan,et al.  PERFORMANCE OF HOUSES DURING THE CHRISTCHURCH EARTHQUAKE OF 22 FEBRUARY 2011 , 2011 .