Phoon, K-K., Kulhawy, F. H., & Grigoriu, M. D., "Reliability-Based Design of
Foundations for Transmission Line Structures", Report TR-105000, Electric Power
Research Institute, Palo Alto, CA, July 1995, 380 p. (Report TR-105000). Available by
Prof. Phoon's personal website .
M.D. Bolton, (1989). The development of codes of practice for design. Proceedings
12th International Conference on Soil Mechanics and Foundation Engineering, Rio
de Janeiro, 3, 2073-2076, Balkema.
Design of Pile Foundations, Engineering Design Manual (EM 1110-2-2906), available
by the US Army Corps of Engineers (1991).
M.D. Bolton, R.J. Fragaszy and D.M. Lee, (1991). Broadening the specification of
Granular Fills. Transportation research record 1309. 70th Annual Meeting of the
Transportation Research Board, Washington.
Drilled Shafts: Construction Procedures and Design Methods, FHWA IF-99-025,
Published 08/1999 and its Errata Sheet (pdf 22 kb) updated 6/00. Available by the
FHWA Publications list page.
A very interesting collection of Technical papers written by Bengt H. Fellenius, on
various issues related to deep foundations are available by the Unisoftltd site.
The 8th Buchanan Lecture series, presented by Harry. J. Poulos (2000) "Foundation
Settlement Analysis - Practice Versus Research". Available by the Department of
Civil Engineering at Texas A& M University.
The 6th Buchanan Lecture series, presented by John B. Burland (1998)"The Enigma
of the Leaning Tower of Pisa" . Available by the Department of Civil Engineering at
Texas A& M University.
California Foundation Manual, Issued by Office of Structure Construction, July 1997.
State of California Department of Transportation. Proposed by Dr. Joram M. Amir
A large, interesting collection of free papers on dynamic testing of deep
foundations, available by the Pile Dynamics and GRL Engineers website . Proposed
by Gina Beim.
DM 7.02 Foundations and Earth Structures. The well-known Design Manual of the
Department of the Navy is available in pdf format in this site of the Navy.
Zekkos, D.P., Bray, J.D., Der Kiureghian, A. (2004), “Reliability of shallow
foundation design using the standard penetration test”, 2nd International
Conference on Site Characterization Proceedings, 19-22/9/2004, Porto, Portugal,
Vol.2, pp. 1575-1582. html+pdf online version or pdf version
A. Pecker, Enhanced seismic design of shallow foundations: example of the Rion
Antirion Bridge, 4th Athenian Lecture on Geotechnical Engineering, 2006, available
by the Pangaea website.
M.D. Bolton, (1993). Codes, Standards and Design Guides. Proceedings
International Conference on Retaining Structures, Institution of Civil Engineers.
Peter K. Robertson, Michael P. Davies & Richard G. Campanella (1989). Design of
Laterally Loaded Driven Piles Using the Flat Dilatometer, ASTM Journal. The
American Society for Testing and Materials. Available by Prof. P. Robertson's website
M. Bustamante & L. Gianeselli (1982). Pile Bearing capacity prediction by means of
static penetrometer CPT. ESOPT2, Paris, France. Available by Prof. P. Robertson's
website
Foundation Design & Construction. Geotechnical Engineering Office. Civil
Engineering & Development Department. The Government of the Hong Kong.
Special Administrative Region. Geo PublicationNo. 1/2006.
Malcolm D. Bolton, (1993). What are partial factors for? International Symposium on
Limit State Design in Geotechnical Engineering, Copenhagen, Danish Geotechnical
Society for ISSMFE TC 23, in DGF Bulletin.
K. Kovari, (1998). Decision making and foundation engineering (Moderator Summary)
. Swiss Federal Institute of Technology, Zurich.
M.D. Bolton, (1992). Design Methods. Wroth Memorial Symposium.Prediction and
Performance in Geotechnical Engineering, Oxford.
Engineer Manual (EM 1110-1-1904). Engineering and Design Settlement Analysis.
Available by the U.S. Army Corps Engineers (1990), Washington.
Tom Armour, P.E., Paul Groneck, P.E., James Keeley, P.E., Sunil Sharma P.E. PhD.
(2000). Micropile Design and Construction Guidelines Implementation Manual. US
Department of Transportation, Federal Highway Administration & Priority
Technologies Program.
Soils & Foundations Handbook, (2004). State of Florida. Department of
Transportation. State Materials Office.
Technical Manual (TM 5-818-7). Foundations in Expansive Soils. Department of the
Army, U.S.A. (1983).
M.D. Bolton, (1981). Limit state design in geotechnical engineering. Ground
Engineering, 14, No.6, 39-46.
R. Butterfield, G.T. Houlsby & G. Gottardi, (1997). Technical Note. Standardized sign
conventions and notation for generally loaded foundations. Geotechnique 47, No.5,
1051-1054.
B.W. Byrne, G.T. Houlsby, C.M. Martin, (2002). Cyclic loading of shallow offshore
foundations on sand. Proceedings of International Conference on Physical Modelling
in Geotechnics (ICPMG), St John's, Newfoundland, Canada.
Paul W. Mayne, (2002). Equivalent CPT Method for calculating shallow foundation
settlements in the Piedmont Residual Soils based on the DMT Constrained Modulus
Approach.
Philippe Mestat, Jean-Pierre Berthelon, (2001). Finite element modelling of shallow
foundation tests at the Labenne site. Laboratoire Central des Ponts et Chaussees.
M.D. Bolton, H.W. Sun, (1991). The behaviour of bridge abutments on spread
foundations. 10th European Conference on Soil Mechanics and Foundation
Engineering, Florence, 1, 319-322, Balkema.
M.D. Bolton, H.W. Sun, (1991). The displacement of bridge abutments on clay.
Proceedings of the International Conference on Centrifuge Testing, Boulder,
Colorado, Balkema Rotterdam.
M.D. Bolton, H.W. Sun, (1991). Designing Foundations on clay to limit immediate
movements. Proceedings of the 4th International Conference on Ground
Movements and Structures, Cardiff.
M.D. Bolton, (1991). Geotechnical stress analysis for bridge abutment design.
Contractor Report 270: Transport and Road Research Laboratory. Department of
Transport, Crowthorne.
M.D. Bolton, (1993). Mechanisms of Ground Deformation due to Excavation in Clay.
Proceedings KIGForum 93: Excavation in Urban Areas, Japanese Society Soil
Mechanics and Foundation Engineering, Kobe City.
M.D. Bolton, C.K. Lau, (1993). Vertical bearing capacity factors for circular and strip
footings on Mohr-Coulomb soil. Canadian Geotechnical Journal 30, 1024-1033.
John S. Horvath, (2000). Coupled site characterization and foundation analysis
research project: Further research into the Rational Selection of / for Bearing
Capacity Analysis under Drained-Strength Conditions. Manhattan College Research
Report No. CE/GE-00-3. New York, USA.
John S. Horvath, (2000). Coupled site characterization and foundation analysis
research project: Rational Selection of / for Drained-Strength Bearing Capacity
Analysis. Manhattan College Research Report No. CE/GE-00-1. New York, USA.
M.D. Bolton & C.K. Lau, (1989). Scale effects in the bearing capacity of granular
soils. Proceedings 12th International Conference on Soil Mechanics and Foundation
Engineering, Rio de Janeiro, 2, 895-898, Balkema.
Dr. G. Geoffrey Meyerhof, (1994). Evolution of safety factors and geotechnical limit
state design. The 2nd Spencer J. Buchanan Lecture. Texam A&M University, College
station, Texas.
M.J. Cassidy, B.W. Byrne and G.T. Houlsby, (2002). Modelling the bahviour of circular
footings under combined loading on loose carbonate sand. Geotechnique 52, No.
10, 705-712.
Robert E. Kimmerling, (2002). Geotechnical Engineering Circular No.6 - Shallow
Foundations. Technical Report FHWA-SA-02-054. Seattle, Washington D.C.
B.W. Byrne and G.T. Houlsby, (2001). Technical Notes. Observations of footing
behaviour on loose carbonate sands. Geotechnique 51, No. 5, 463-466.
Naresh C. Samtani, Edward A. Nowatzki, (2006). Soils and Foundations Reference
Manual. NCS Consultants, LLC, National Highway Institute, (NHI), U.S. Department
of Transportation, Federal Highway Administration (FHWA).
B.W. Byrne, (2000). Performance of Shallow Foundations on Sand. 1st International
Young Geotechnical Engineers Conference at Southampton University.
T.William Lambe, (1997). The selection of soil strength for a stability analysis. The
5th Spencer J. Buchanan Lecture. Texam A&M University, College station, Texas.
Mohamed A. Shahin, Mark B. Jaksa, Holger R. Maier, (2004). Applications of Artificial
Neural Networks in Foundation Engineering. Proc. e-Conference on Modern Trends
in Foundation Engineering: Geotechnical Challenges and Solutions, Theme No 5:
Numerical modelling and analysis, Session No. 5.3, Jan. 26-30.
John B. Burland, (1998). The Enigma of the leaning tower of Pisa. The 6th Spencer J.
Buchanan Lecture. Texam A&M University, College station, Texas.
J.S. Goldsworthy, M.B. Jaksa, W.S. Kaggwa, G.A. Fenton, D.V. Griffiths and H.G.
Poulos, (2004). Cost of Foundation Failures due to limited site investigation.
International conference on Structural and Foundation Failures, Singapore.
Fellenius, B. H. (January 2006). Basics of Foundation Design, Electronic edition.
N.C. Samtani, F. Jalinoos and D.M. Poland (2005). Integrity testing of drilled shafts -
existing and new techniques. GEO Construction Quality Assurance / Quality Control
Conference Sponsored by ADSC: The International Association and Foundation
Drilling, Dallas, TX. Available by NCS Consultants LLC Website.
D.V. Griffiths, Gordon A. Fenton and Derena E. Tveten, (2002). Probabilistic
geotechnical analysis. How difficult does it need to be? Proceedings of the
International Conference on Probabilistics in Geotechnics, Technical and Economic
Risk Estimation, United Engineering Foundation, New York.
Harry G. Poulos, (2000). Foundation Settlement Analysis - Practice versus Research.
The eighth Spencer J. Buchanan Lecture. College Station.
Guide to Earthwork Construction, 1990. State of the Art Report 8. Transportation
Research Board National Research Council.
J. Michael Duncan, (1999). Factors of safety and reliability in Geotechnical
Engineering. The seventh Spencer J. Buchanan Lecture. College Station.
B. Scott, B.J. Kim and R. Salgado, (2003). Assessment of current load factors for use
in Geotechnical load and resistance factor design. Journal of Geotechnical and
Geoenvironmental engineering, ASCE, 287.
G.T. Houlsby, A.M. Purzin, (1999). The Bearing capacity of a strip footing on clay
under combined loading. The Royal Society of London, Series A, Vol. 455 No. 1983,
pp 893-916. Great Britain.
G. Gottardi, G.T. Houlsby, R. Butterfield, (1999). Plastic response of circular footings
on sand under general planar loading. Geotechnique 49, No.4, 453-469.
G.T. Houlsby, M.J. Cassidy, (2002). A plasticity model for the behaviour of footings
on sand under combined loading. Geotechnique 52, No.2, 117-129.
Changxin Wang, John P. Carter, (2001). Deep Penetration of Strip and Circular
Footings into layered clays. Research Report No. R807. The University of Sydney,
Department of Civil Engineering. Sydney, Australia.
Malcolm Bolton, Andrew Barefoot, (1997). The Variation of critical pipeline trench
Back-Fill Properties. Proceedings of IBC Conference on Risk-Based and Limit State
Design and Operation of Pipelines, Aberdeen.
Ashraf S. Osman, Malcolm D. Bolton, (2004). A new Approach to the estimation of
undrained settlement of shallow foundations on soft clay. Engineering Practice and
Performance of Soft Deposits, International Symposium, Osaka.
A.S. Osman, H.C. Yeow, M.D. Bolton, (2004). Estimation of undrained settlement of
shallow foundations on London Clay. International Conference on Structural and
Foundation Failures, Singapore.
A.S. Osman, M.D. Bolton, (2005). Simple plasticity-based prediction of the undrained
settlement of shallow circular foundations on clay. Geotechnique 55, No.6, pp. 435-
447.
G.T. Houlsby and C.P. Wroth, (1983). Calculation of Stresses on Shallow
Penetrometers and Footings. Proceedings of the International Union of Theoretical
and Applied Mechanics (IUTAM), International Union of Geodesy and Geophysics
(IUGG). Symposium on Seabed Mechanics, Newcastle upon Tyne.
R.W. Bell, G.T. Houlsby, H.J. Burd, (1992). Finite element analysis of axisymmetric
footings subjected to combined loads. Computer Methods and Advances in
Geomechanics, Beer, Booker & Carter (eds), Balkema, Rotterdam.
J.K. Mangal, G.T. Houlsby, (1999). Partially-drained loading of shallow foundations
on sand. OTC 10991. Offshore Technology Conference, Houston, Texas.
B.W. Byrne, F. Villalobos, G.T. Houlsby, C.M. Martin, (2001). Laboratory Testing of
Shallow Skirted Foundations in Sand. Proceedings of the International Conference
on Foundations, Dundee. Thomas Telford, London.
Gordon A. Fenton, D.V. Griffiths, (2003). Bearing Capacity Prediction of Spatially
Random c - Ø Soils. Closure to Discussion by R. Popescu. Canadian Geotechnical
Journal, 40(1), 54-65.
Gordon A. Fenton, D.V. Griffiths, (2002). Probabilistic Foundation Settlement on a
Spatially Random Soil. ASCE Journal of Geotechnical and Geoenvironmental
Engineering.
D.V. Griffiths, G.A. Fenton, (2005). Probabilistic settlement analysis of rectangular
footings. 16th ICSMGE, Osaka, Japan.
J.S. Goldsworthy, M.B. Jaksa & G.W.S. Kaggwa, G.A. Fenton, D.V. Griffiths, H.G.
Poulos, (2005). Reliability of site investigations using different reduction techniques
for foundation design. ICOSSAR 2005, G. Augusti, G.I. Schuëller, M. Ciampoli (eds),
Millpress, Rotterdam, ISBN 90 5966 040 4.
Goldsworthy J.S., Jaksa M.B., Fenton G.A., Kaggwa W.S., Griffiths D.V., Poulos H.G.,
and Kuo Y.L., (2004). Influence of site investigations on the design of pad footings.
9th Australia-New Zealand Conference on Geomechanics, Auckland, Vol. 1, 282-288.
Gordon A. Fenton, Haiying Zhou, Mark B. Jaksa, D. V. Griffiths, (2003). Reliability
Analysis of a Strip Footing Designed Against Settlement. Proceedings of the 9th
International Conference on Applications of Statistics and Probability in Civil
Engineering (ICASP9), San Francisco, Jul 2003.
Gordon A. Fenton, D. V. Griffiths, (2001). Bearing Capacity of Spatially Random c-phi
Soils. Proceedings of the 10th International Conference on Computer Methods and
Advances in Geomechanics (IACMAG 01), Tucson, Arizona, pp. 1411-1415.
R.P. Cunha, P. Kuklík, J. Laurin. Numerical evaluation of deep foundations in a
tropical soil of Brazil.
R. P. Cunha, P. Kuklík, (2002). Experimental and Numerical Analyses of Bored Pile
Foundations in a Tropical Soil. Inženýrská mechanika. 2002, vol. 9, no. 1/2, s. 91-
98. ISSN 1210-2717.
P. Kuklík and J. Masopust, (2000). Shear Skin Transfer of Concrete Bored Piles
Testing and Modelling. Our World in Concrete and Structures. Singapore: CI-
Premier, 2000, s. 373-380. ISBN 981-04-2510-4.
R.P. Cunha and P. Kuklík, (2003). Numerical Evaluation of Pile Foundations in
Tropical Soils of the Federal District of Brazil by Means of a Semi-Analytical
Mathematical Procedure. Solos e Rochas, Suelos y Rocas, Soils & Rocks. 2003, vol.
26, no. 2, s. 167-182. ISSN 0103-7021.
Gordon A. Fenton, D.V. Griffiths, (2000). Bearing Capacity of Spatially Random Soils.
8th ASCE Specialty Conference on Probabilistic Mechanics and Structural Reliability.
Gordon A. Fenton, G.M. Paice, D.V. Griffiths, (1996). Probabilistic Analysis of
Foundation Settlement. Proceedings of the ASCE Uncertainty 96 Conference,
Uncertainty in the Geological Environment, From Theory to Practice, Madison,
Wisconsin, pp. 651--665, Aug. 1996.
R. Salgado, A.V. Lyamin, S.W. Sloan, H.S. Yu, (2004). Two and Three-Dimensional
Bearing Capacity of Foundations in Clay. Geotechnique 54, No.5, pp. 297-306.
Junhwan Lee, Rodrigo Salgado, (2005). Estimation of Bearing Capacity of Circular
Footings on Sands Based on Cone Penetration Test. Journal of Geotechnical and
Geoenvironmental Engineering, ASCE.
M.A. Shahin, M.B. Jaksa, H.R. Maier, (2005). Neural Network Based Stochastic
Design Charts for Settlement Prediction. Canadian Geotechnical Journal, 42: 110-
120. NRC Canada.
Amy B. Cerato, Alan J. Lutenegger, (2003). Model Footing Tests on a Finite Layer of
Granular Soil. FONDSUP 2003, International Symposium on Shallow Foundations,
Paris - France, Vol. 1, pp. 155-162.
A.B. Cerato, A.J. Lutenegger, (2003). Scale Effects of Shallow Foundation Bearing
Capacity on Granular Material. Proceedings of the British Geotechnical Association
(BGA) International Conference on Foundations, pp. 217-225.
A.B. Cerato, (2005). Scale Effects of Shallow Foundation Bearing Capacity on
Granular Material. PhD Thesis, Department of Civil and Environmental Engineering,
University of Massachusetts.
P.J. Hannigan, G.G. Goble, G. Thendean, G.E. Likins, F. Rausche, (1998). Design and
Construction of Driven Pile Foundations - Volume I. Federal Highway Administration.
P.J. Hannigan, G.G. Goble, G. Thendean, G.E. Likins, F. Rausche, (1998). Design and
Construction of Driven Foundations - Volume II. Federal Highway Administration.
Engineer Manual EM 1110-2-2906, (1991). Engineering and Design: Design of Pile
Foundations. Department of the Army, U.S. Army Corps of Engineers, Washington
DC.
Z.G. Kyform A.R. Schnore, T.A. Carlo, P.F. Baily, (1992). Report No: FHWA-SA-91-042
Static Testing of Deep Foundations. U.S. Department of Transportation, Federal
Highway Administration. Office of Technology Applications.
Byron Byrne, (1995). Driven Pipe Piles in Dense Sand. Geomechanics Group, The
University of Western Australia. Australian Geomechanics 27, pp. 72-80.
Sami Arsoy, (2000). Experimental and Analytical Investigations of Piles and
Abutments of Integral Bridges. PhD Thesis, Virginia Polytechnic Institute and State
University, Blacksburg, Virginia.
Robert L. Mokwa, (1999). Investigation of the Resistance of Pile Caps to Lateral
Loading. PhD Thesis, Virginia Polytechnic and State University, Blacksburg, Virginia.
Gue See Sew, (1984). Ground Heave Around Driven Piles in Clay. PhD Thesis,
University of Oxford.
Keith Martin Evans, (1987). A Model Study of the End Bearing Capacity of Piles in
Layered Calcareous Soils. PhD Thesis, University of Oxford.
Matthew R. Coop, (1987). The Axial Capacity of Driven Pilesin Clay. PhD Thesis,
University of Oxford.
A.R. Chaudhry, (1994). Static Pile-Soil- Pile Interaction in Offshore Pile Groups. PhD
Thesis, University of Oxford.
Hani H. Titi, Murad Y. Abu-Farsakh, (1999). LTRC Project No. 98-9GT, State Project
No. 736-99-0533: Evaluation of Bearing Capacity of Piles from Cone Penetration
Test Data. Louisiana Transportation Research Center, Louisiana Department of
Transportation and Development.
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Geotechnique 54, No.10, pp. 645-658.
N. Thasnanipan, A.W. Maung, B. Ganeshan, (1998). Sonic Integrity Test on Piles
founded in Bangkok Subsoil - Signal Characteristics and their Interpretations. 4th
International Conference on Case Histories in Geotechnical Engineering, March 8-
12, 1998 St. Louis, Missouri, USA.
N. Thasnanipan, A.W. Maung, P. Tangseng, (2000). Sonic Integrity Test of Piles-
Integrity effected by Basement Excavation in Bangkok Soft Clay. Proceedings of the
6th International Conference on the Application of Stress-Wave Theory to Piles -
Quality Assurance on Land and Offshore Piling, Sao Paulo, Brazil, 11-13 September
2000.
N. Thasnanipan, A.W. Maung, T. Navaneethan and Z.Z. Aye, (2000). Non-
Destructive Integrity Testing on Piles founded in Bangkok Subsoil. Proceedings of
the 6th International Conference on the Application of Stress-Wave Theory to Piles
- Quality Assurance on Land and Offshore Piling, Sao Paulo, Brazil, 11-13
September 2000.
N. Thasnanipan, A.W. Maung, P. Tanseng, (1998). Barrettes Founded in Bangkok
Subsoils, Construction and Performance. Proceedings of the 13th Southeast Asian
Geotechnical Conference, November 16-20 1998, Taipei, ROC.
Thasnanipan N., Teparaksa W., Maung A.W., Ganeshan B., (1998). Design,
Construction and Behavior of Bored Cast In-Situ Concrete Piles in Bangkok Subsoils.
Proceedings of the 4th International Conference on Case Histories in Geotechnical
Engineering, St. Louise, Missouri, U.S.A., p.p.281-287.
Thasnanipan N., Tangseng P., Anwar M.A., (1998). Large Diameter Bored Piles in
Multi-Layered Soils of Bangkok. Proceedings of the 3rd International Geotechnical
Seminar on Deep Foundation on Bored and Auger Piles BAP III, Ghent, Belgium. p.p.
511-518.
Thasnanipan N., Baskaran G., Anwar M.A., (1998). Effect of Construction Time and
Bentonite Viscosity on Shaft Capacity of Bored Piles. Proceedings of the 3rd
International Geotechnical Seminar on Deep Foundation on Bored and Auger Piles
BAP III, Ghent, Belgium. p.p. 171-177.
Teparaksa W., Thasnanipan N., Anwar M. A., (1999). Base Grouting of Wet Process
bored Piles in Bangkok Subsoil. Proceedings of the 11th Asian Regional Conference
on Soil Mechanics and Geotechnical Engineering, Seoul, Korea, p.p. 269-272.
N. Thasnanipan, M. A. Anwar, Maung A.W, (1999). Review of the Shaft Capacity
Degradation of Bored Piles Constructed with Bentonite Slurry. 6th Cycle Celebration
of His Majesty the King of Thailand and 40th Anniversary of the Asian Institute of
Technology. Civil and Environmental Engineering Conference New Frontiers and
Challenges, Bangkok, Thailand, p.p. V-59 to V-68.
N. Thasnanipan, P. Tanseng, A.W. Maung, M.A. Anwar, (2000). Barrettes: A Versatile
Foundation for Transmission Line Towers. GeoEng2000 An International Conference
on Geotechnical and Geological Engineering, Melbourne, Australia.
N. Thasnanipan, A.W. Maung, P. Tanseng, T. Navaneethan, (2000). Concrete for
Wet Processed Bored Piles. Proceedings of the GEOTECH - YEAR 2000. Development
in Geotechnical Engineering, Bangkok, Thailand.
N. Thasnanipan, A.W. Maung, Z.Z. Aye, P. Tanseng, (2001). Record Load Test on a
Large Barrette and its Performance in the Layered Soils of Bangkok. 5th
International Conference on Deep Foundation Practice incorporating PILETALK
International 2001, Singapore.
N. Thasnanipan, M.A. Anwar, A.W. Maung, (1999). Failure Mechanism of Long Bored
Piles in layered soils of Bangkok. 6th Cycle Celebration of His Majesty the King of
Thailand and 40th Anniversary of the Asian Institute of Technology. Civil and
Environmental Engineering Conference New Frontiers and Challenges, Bangkok,
Thailand.
O.S. Carvalho, K. Kovari, (1983). The Measurement of Strain Distribution in Large
Diameter Steel Piles. International Symposium on Field Measurements in
Geomechanics, Zurich.
M.F. Randolph, G.T. Houlsby, (1984). The Limiting Pressure on a Circular Pile Loaded
Laterally in Cohesive Soil. Geotechnique 34, No. 4, 613-623.
M.F. Randolph, E.C. Leong, G.T. Houlsby, (1991). One-Dimensional Analysis of Soil
Plugs in Pipe Piles. Geotechnique 41, No. 4, 587-598.
Thomas Nilsson, Renato Cunha, (2003). Advantages and Equations for Pile Design
in Brazil via DPL Tests. 2nd International Conference on Geotechnical Site
Characterization, Porto, Portugal.
S.J. Brandenberg, R.W. Boulanger, B.L. Kutter, D.W. Wilson, D. Chang, (2004). Load
Transfer between Pile Groups and Laterally Spreading Ground during Earthquakes.
13th World Conference on Earthquake Engineering, Vancouver, Canada.
P. Singh, S.J. Brandenberg, R.W. Boulanger, B.L. Kutter, (2002). Behavior of Pile
Foundations in Liquefied and Laterally Spreading Ground. ASCE/AEG/UMKC
Geotechnical Conference, University Center, Pierson Auditorium, University of
Missouri at Kansas City.
Foundations for Transmission Line Structures", Report TR-105000, Electric Power
Research Institute, Palo Alto, CA, July 1995, 380 p. (Report TR-105000). Available by
Prof. Phoon's personal website .
M.D. Bolton, (1989). The development of codes of practice for design. Proceedings
12th International Conference on Soil Mechanics and Foundation Engineering, Rio
de Janeiro, 3, 2073-2076, Balkema.
Design of Pile Foundations, Engineering Design Manual (EM 1110-2-2906), available
by the US Army Corps of Engineers (1991).
M.D. Bolton, R.J. Fragaszy and D.M. Lee, (1991). Broadening the specification of
Granular Fills. Transportation research record 1309. 70th Annual Meeting of the
Transportation Research Board, Washington.
Drilled Shafts: Construction Procedures and Design Methods, FHWA IF-99-025,
Published 08/1999 and its Errata Sheet (pdf 22 kb) updated 6/00. Available by the
FHWA Publications list page.
A very interesting collection of Technical papers written by Bengt H. Fellenius, on
various issues related to deep foundations are available by the Unisoftltd site.
The 8th Buchanan Lecture series, presented by Harry. J. Poulos (2000) "Foundation
Settlement Analysis - Practice Versus Research". Available by the Department of
Civil Engineering at Texas A& M University.
The 6th Buchanan Lecture series, presented by John B. Burland (1998)"The Enigma
of the Leaning Tower of Pisa" . Available by the Department of Civil Engineering at
Texas A& M University.
California Foundation Manual, Issued by Office of Structure Construction, July 1997.
State of California Department of Transportation. Proposed by Dr. Joram M. Amir
A large, interesting collection of free papers on dynamic testing of deep
foundations, available by the Pile Dynamics and GRL Engineers website . Proposed
by Gina Beim.
DM 7.02 Foundations and Earth Structures. The well-known Design Manual of the
Department of the Navy is available in pdf format in this site of the Navy.
Zekkos, D.P., Bray, J.D., Der Kiureghian, A. (2004), “Reliability of shallow
foundation design using the standard penetration test”, 2nd International
Conference on Site Characterization Proceedings, 19-22/9/2004, Porto, Portugal,
Vol.2, pp. 1575-1582. html+pdf online version or pdf version
A. Pecker, Enhanced seismic design of shallow foundations: example of the Rion
Antirion Bridge, 4th Athenian Lecture on Geotechnical Engineering, 2006, available
by the Pangaea website.
M.D. Bolton, (1993). Codes, Standards and Design Guides. Proceedings
International Conference on Retaining Structures, Institution of Civil Engineers.
Peter K. Robertson, Michael P. Davies & Richard G. Campanella (1989). Design of
Laterally Loaded Driven Piles Using the Flat Dilatometer, ASTM Journal. The
American Society for Testing and Materials. Available by Prof. P. Robertson's website
M. Bustamante & L. Gianeselli (1982). Pile Bearing capacity prediction by means of
static penetrometer CPT. ESOPT2, Paris, France. Available by Prof. P. Robertson's
website
Foundation Design & Construction. Geotechnical Engineering Office. Civil
Engineering & Development Department. The Government of the Hong Kong.
Special Administrative Region. Geo PublicationNo. 1/2006.
Malcolm D. Bolton, (1993). What are partial factors for? International Symposium on
Limit State Design in Geotechnical Engineering, Copenhagen, Danish Geotechnical
Society for ISSMFE TC 23, in DGF Bulletin.
K. Kovari, (1998). Decision making and foundation engineering (Moderator Summary)
. Swiss Federal Institute of Technology, Zurich.
M.D. Bolton, (1992). Design Methods. Wroth Memorial Symposium.Prediction and
Performance in Geotechnical Engineering, Oxford.
Engineer Manual (EM 1110-1-1904). Engineering and Design Settlement Analysis.
Available by the U.S. Army Corps Engineers (1990), Washington.
Tom Armour, P.E., Paul Groneck, P.E., James Keeley, P.E., Sunil Sharma P.E. PhD.
(2000). Micropile Design and Construction Guidelines Implementation Manual. US
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