SECOND INTERNATIONAL STATNAMIC SEMINAR

Tokyo, Japan

October 29–30, 1998

Seminar Agenda

All sessions are 100 minutes (10 minutes for each presentation and a 20 minute discussion at the end of each session). Keynote lectures are 50 minutes.

October 29

 9:30 – 9:40 Opening

9:40 – 10:30 Keynote lecture 1

H. G. Poulos (Univ. of Sydney, Australia)

10:40 – 12:20 Session 1: Case study 1 (Japan 7, Others 9, Total 16 including Session 2)

J1: Statnamic Load Test for Micropiles Reinforced with Steel Pipes

Y. Ichimura (Public Work Research Institute ), M. Sagara, T. Oshita

J2: Finite Element Analyses of Statnamic Loading Test of Pile

K. Horikoshi (Taisei Corp.), K. Kato, T. Matsumoto

J3: Application of Statnamic Loading Tests to Large-Scale Pier Construction

M. Terada (The Kansai Electric Power Co., Inc.), R. Nakatsuka, K. Ohmura, N. Akisato,

K. Horikoshi, S. Nishimura

J5: FEM Analysis of Statnamic Test on Open-Ended Steel Pipe Pile

T. Matsumoto ( Kanazawa Univ.)

J6: Two Successive Statnamic Load Tests on a Cast-in-Situ Concrete Pile

Y. Asai (Yocon Co Ltd.), T. Matsumoto, T. Hayashi

J16: Design and Construction of Steel Pipe Piles in New Isogo Thermal Power Project

M. Kanagawa (Electric Power Develop. Corp.), T. Mohri, Y. Nakamura, K. Ohta, S. Nishimura

J20: Applicability of Unloading-Point-Method and Signal Matching Analysis on the Statnamic Test for Cast-in-Place Pile

Y. Maeda (Kyushu Kyoritsu Univ.), T. Muroi, M. Nakazono, N. Inaba, H. Takeuchi, Y. Yamamoto

F4: Statnamic Testing Of Bored Piles Socketed into Melbourne Siltstone

S. Tchepak (Franki Pacific Holdings Pty Ltd, Australia), M. C. Chin

13:40 - 15:20 Session 2: Case study 2

F5: Comparison of Statnamic and Static Load Tests of End-Bearing Piles on Shale

J. Ng, M. Justason (Canada)

F6: A Comparison of Static and Statnamic Load Tests in Sand: a Case Study of the Bayou Chico Bridge in Pensacola, Florida

M. D. Justason (Berminghammer Foundation Equipment, Canada), G. Mullins, D. T. Robertson, W. F. Knight

F7: Statnamic Load Testing on a Bored Pile at the Olympic Village

B. J. McPherson (Ground Engineering Pty Ltd), M. C. Chin, R. A. Wightley

F12: Accuracy of Statnamic Pile Load Testing in the Citramall Project Surabaya, Indonesia

S. Prawano (Petra Christian Univ., Indonesia), Donny Wirawan

F16: The Behavior Of Piles in Clay During Statnamic, Dynamic, and Different Static Load Testing Procedure

E. L. Hajduk (Univ. of Massachusetts–Lowell, USA), S. G. Paikowsky, A. G. Mullins, C. Early,

C. Lewis, N. M. Hourani

F19: Case History of Cyclic Statnamic Testing in the Netherlands

P. Middendorp, R.J. van Foeken (Netherlands)

F22: Statnamic and Osterberg Load Testing of Drilled Shafts at the S.E.17TH Street Bridge in Ft. Lauderdale, Florida

G. Mullins, M. Muchard, D. Robertson, P. Passe

F23: Statnamic and Dynamic Load Testing of a Drilled Shaft foundation for the I-35/I-80 Bridge over 2nd Avenue in Des Moines, Iowa

M. Muchard, G. Mullins, D. Robertson, B. Stanley

15:50 - 17:30 Session 3: Global standardization of Statnamic testing

J22: Research Activities toward Standardization of Rapid Load Test Methods in Japan

Research Committee on Rapid Pile Load Test Methods

F28: The Need for Pile Testing

S. Tchepak (Franki Pacific Holdings Pty Ltd, Australia)

F17: When to Apply Dynamic Load Testings or Statnamic Load Testing

P. Middendorp, R.J. van Foeken (Netherlands)

ASTM, Draft

D. Brown, United States

October 30

9:30 - 10:20 Keynote lecture 2

O. Kusakabe (Tokyo Institute of Technology)

10:30 – 12:10 Session 4: Model test and rate dependency (Japan 4, Others 3, Total 7)

J10: Vertical Load Tests in Different Loading Speeds on Model Piles

M. Ishida (Public Work Research Institute), N. Akita, T. Toshigami, S. Nishimura

J13: Improvement of Pile Toe Capacity by the Statnamic Pre-Loading on the Model Pile Test in a Frustum Confining Vessel

I. Kojima (Fugro Geoscience Inc.), S. Nishimura, M. Tanaka, F. Kuwabara

J14: Effect of Loading Duration on the Estimation of Vertical Bearing Capacity of Pile by Quick Loading Test

A. Abe (Tokyo Soil Research Co., Lyd), H. Kubota, F. Kuwabara

J18: Experimental Study of Statnamic Load Test by Air-Pressure Based Loading Apparatus

M. Kimura (Kyoto Univ.), T. Boonyatee, A. Yoshida

F14: Statnamic Testing of a Modeled Pile Group in Sand

C. D. Ealy, M.D. Justason (Canada)

F15: Rate Effects in Clay Soils and their Relevance to Statnamic Pile Testing

A. F. L. Hyde (Univ. of Sheffield, UK), S. A. Robinson, W. F. Anderson

F26: Physical Modeling of Pile Load Tests

G. Serdan, D.F.E. Stolle, R.G. Horvath (Canada)

13:30 – 15:10 Session 5: Interpretation (Japan 5, Others 2, Total 7)

 J4: Study on Analysis Method for Statnamic Load Test Results Using Single Mass System

K. Kato (Taisei Corp), K. Horikoshi, T. Matsumoto

J7: On Applicability of Four Intuitive Interpretation Methods of Statnamic Test Signal

M. Takei (Nishimatsu Corp.), K. Kato, H. Mano

J9: One Dimensional Stress Wave Simulation Analysis of Statnamic Load Tests, Evaluation of Boundary Between Statnamic and Dynamic Loadings

S. Nishimura (Fugro Geoscience Co Ltd), A. Shibata, K. Yamashita, N. Kita, N. Ogita

J15: The Application of Extended Kalman Filter to Statnamic Test

T. Aso (Yamaguchi Univ.), T. Aida, K. Uno, S. Aramaki, S. Nishimura

J21: Sensitivity to Soil Parameters in Wave Matching Analysis of Statnamic Test

M. Hayashi (NKK), T. Matsumoto, K. Kato, Y. Asai

F8: Application of Signal Matching Technique in Statnamic Load Testing

M. C. Chin (Ground Engineering Pty Ltd)

F9: Stress Wave Analysis of Statnamic Load Test for Bearing Capacity Prediction

M. H. El. Naggar (Univ. of Western Ontario, Canada), P. Eng., M. Baldinelli

15:40 – 17:20 Session 6: New application (Lateral loading, Pile group and Shallow foundation) and equipment

(Japan 1, Others 7, Total 8)

 J19: Vertical Bearing Capacity and Lateral Subgrade Reaction Modulus of PHC Piles in Inclined Foundation Rock

H. Suezawa ( Shikoku Electric Power Co., Inc.), H. Iwahara, M. Izakura, D. Tochio, M. Koyama,

T. Shiotani

F10: Statnamic Load Test Using a Submerged Reaction System

M. Janes (Canada)

F11: Lateral Statnamic Load Testing of a Pile Group

K. M. Rollins, K. T. Peterson, T. J. Weaver (USA)

F13: Statnamic Lateral Load Response of Two Deep Foundations

D. A. Brown (Auburn Univ., USA)

F20: New Developments in Statnamic Prediction (TNOSTN)

P. Middendorp, R.J. van Foeken (Netherlands)

F18: Application of Automatic Signal Matching for the Analysis of Statnamic Results

P. Middendorp, R.J. van Foeken (Netherlands)

F21: Lateral Statnamic Load Testing: A New Method for Evaluating Lateral Load Capacity

D. T. Robertson (Applied Foundation Testing, USA), A. G. Mullins

F24: Statnamic Load Testing of Shallow Foundations in Granular Soils

G. Mullins, C. Ealy, M. Plaskett, Ed. Garbin

F25: Statnamic: The First 10 Years

P. Bermingham (Canada)

17:20 – 17:30 Closing

Sesssion Chairman and Co-chairman (Draft)

 

Chairman

Co-chairman

Secretary
Keynote lecture 1 & 2 Dr. Tatsunori Matsumoto

(Kanazawa Univ., JAPAN)

Prof. Fumio Kuwabara

(NIT, JAPAN)

 none  
Session 1

Case study (1)

 Prof. Myoung Mo Kim

(Seoul Univ., KOREA)

Dr. M. Hesham El Neggar

(Univ. of Western Ontario, CANADA)

 M. Takei
Session 2

Case study (2)

 Mr. Tschepak

(Frankipile, AUSTRALIA)

 Mr. Kiyoshi Yamashita

(Takenaka Corp., JAPAN)

 Y. Asai
Session 3

Global standardization of Statnamic test

 Prof. Osamu Kusakabe

(TIT, JAPAN)

 Prof. Gray Mullins

(Univ. of South Florida, USA)

 M. Ishida
Session 4

Model test and rate dependency

 Prof. R.G. Horvath

(McMaster Univ., CANADA)

 Prof. Adrian F.L. Hyde

(Univ. of Scheffield, UK)

 Y. Tsubakihara
Session 5

Interpretation

 ir. Peter Middendorp

(TNO, NETHERLANDS)

 Dr. Kenichi Horikoshi

(Taisei Corp., JAPAN)

 M. Hayashi
Session 6

New application & New equipment

 Prof. Dan Brown

(Auburn Univ., USA)

 Prof. Kyle M. Rollins

(Brigham Young Univ., USA )

 S. Nishimura
For more information on the Second International Statnamic Seminar, please contact Berminghammer.

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