(IC-1986) Proceedings - First International Conference - Piling and Deep Foundations, 1986, Beijing, China

Design of the Foundation of Zhu Jiang Fanying High-Rise Building Complex A.F. Deng; Chongqing Institute of Architecture and Engineering, Chongqing, China
The Application of Interlocked Steel Pipe Pile and Steel Sheet Pile for an Industrial Port M. Tominaga; Kawasaki Steel Corp., Tokyo, Japan T. Sakaki; Kawasaki Steel Corp., Tokyo, Japan Y. Hosoya; Kawasaki Steel Corp., Tokyo, Japan M. Hashimoto; Japanese Association for Steel Pipe Piles, Tokyo, Japan M. Tsuchiya; Japanese Association f
Load Test on a Model Pile Driven into Sand A. Mazzucato; Istituto di Geotecnica, University of Padua, Italy G. Ric Ceri; Istituto di Geotecnica, University of Padua, Italy
Bell Bottom Cast-in-Place Piling by Reverse Circulation Drill T. Soejima; Tone Boring Co., Ltd., Tokyo, Japan
A General Formula to Determine the Allowable Pile Bearing Capacity in Case of Negative Skin Friction Cornelis Van der Veen; Amsterdam Water Supply , and International Institute for Hydraulic and Environmental Engineering, Delft, The Netherlands
Vertical and Lateral Load Tests on Driven and Cast-in-Place Piles G. Price; The Building Research Establishment, UK I.F. Wardle; The Building Research Establishment, UK
Time-Dependent Bond Regain in Driven Piles in Permafrost B. Ladanyi; Ecole Polytechnique, Montreal, Canada A. Guichaoua; Ecole Polytechnique, Montreal, Canada
Ultimate Uplift Capacity of Single and Group Piles in Clay B.M. Das; The University of Texas at El Paso, Texas M.F. Azim; The University of Texas at El Paso, Texas W.F. Echelberger; The University of Texas at El Paso, Texas
Bearing Capacity of Piles Determined by Field Tests D.M. Milovic; Facility of Technical Sciences, Novi Sad, Yugoslavia
Some Experience with Large Diameter Caissons I.H. Wong; Ebasco Services Incorporated, New York, New York
Damage to Initially Bent Piles B.B. Broms; Nanyang Technological Institute, Singapore I.H. Wong; Ebasco Services Incorporated, New York, New York
Accessories for Driven Piles H.W. Hunt; Associated Pile and Fitting Corp., Clifton, New Jersey
Capacity of Large Diameter Bored Piles Determined by Stress-Wave Theory S.X. Liang; Gansu Research Institute, Qilhe, Lanzhou, China F.L. Zhou; Gansu Research Institute, Qilhe, Lanzhou, China
Numerical Modeling of Nonlinear Piles S.P. Lin; Shanghai Jiao Tong University Y. He; Dalian Institute of Technology, Dalian, China
Contact Pressure Characteristics beneath Deep Foundation of Beijing International Hotel X.L. Huang; Institute of Soil and Foundation, China Academy of Building Research, Beijing, China S.S. Fang; Institute of Soil and Foundation, China Academy of Building Research, Beijing, China A.N. Peng; Institute of Soil and Foundation, China
Bearing Capacity of Pile by Curve-Fitting Method Z.Q Zhou; Yunnan Design Institute, Kunming, China
Construction of Large Scale Diaphragm Walling and Related Problems D.X. Xu; Xi'an Metal Construction Institute, Xi'an, China Z.R. Jiang; Xi'an Metal Construction Institute, Xi'an, China Y.Z. Li; Xi'an Metal Construction Institute, Xi'an, China H.M. Li; Xi'an Metal Construction Institute, Xi'an, China
Selection and Quality Control of Deep Foundations at Ontario Hydro's Darlington Nuclear Generating Station F. Debidin; Ontario Hydro Toronto, Ontario, Canada C.B.H. Cragg; Ontario Hydro Toronto, Ontario, Canada
The Stability of a Diaphragm Wall X.L. Chen; Shanghai Tunnel Design Engineering Institute, Shanghai, China J.D. Yi; Nanjing Hydraulic Research Institute, Nanjing, China
A Review of Diaphragm Wall Construction - White Swan Hotel Q.M. Huang; Guangdong Water Conservancy and Electrical Appliance Co.
Design of Concrete Tunnel Liners and Pipes by Ring Compression Theory W. Lum; Consulting Engineer, Honolulu, Hawaii
A New Diaphragm Wall Technology Providing Mechanical and Watertightness Continuity P. Dupeuble; SIF Enterprise BACHY, France
Hand-Dug Caisson Foundation of the International Trade Centre in Shenshen Y.G. Li; Hubei Building Design Institute, Wuhan, China Y.L. Jiang; Exploration and Survey Co., Shenzhen, Guangdong, China Z. Zhang; Exploration and Survey Co., Shenzhen, Guangdong, China
Design Practice of Circular Diaphragm Wall Structure with Large Diameter X.Y. Hou; Tongji University, Shanghai, China Y.S. Lee; Tongji University, Shanghai, China
A Seismic Construction of Piling Head K. Oshima; Public Works Institute, Ministry of Construction, Tsukuba, Japan S. Kato; Sumitomo Metal Industries, Ltd., Tokyo, Japan M. Nomura; Japanese Association for Steel Pipe Piles, Tokyo, Japan
Behavior of Excavation with Sheet Piling in Soft Clay G.X. Zeng; Zhejiang University, China Q.Y. Pan; Zhejiang University, China Y.F. Hu; Zhejiang University, China
Design Method for Bridge Abutment Foundation Piles Subjected to Lateral Earth Pressure T. Matsui; Osaka University, Osaka, Japan
Establishment of Bearing Capacity and Integrity of Cast-in-Place Piles by Means of Dynamic Testing H. Meseck; Technical University of Braunschweig, FRG
Strengthening of a Cardboard Machine Foundation in Kemi, Finland J. Hartikainen; Tampere University of Technology, Finland
The Bawang Pile - A New Type of Pile B.B . Broms; Nanyang Institute of Technology, Singapore A. Holeyman; Franki and Universite Libre de Bruxelles, Belgium
A Contribution to Studies of Piles under Dynamic Loads R.J. Folic; Faculty of Technical Sciences, Novi Sad, Yugoslavia S.S. Gajin; Faculty of Civil Engineering, Subotica, Yugoslavia
The Quality Control of Deep Foundation - The New Approach by Non-Destructive Techniques K.S. Ho; Testconsult CEBTP (Far East) Limited, Hong Kong
Rehabilitation of Tilted Large Drainage Caisson M.A. El-Sohby; Al-Azhar University, Cairo, Egypt S.O. Mazen; General Organization for Housing, Building and Planning Research, Cairo, Egypt A.M. Elleboudy; Faculty of Engineering at Shobra, Cairo, Egypt
Aseismic Bearing Capacity of Pile Foundation J.X. Wu; Tianjin University, Tianjin, China B.X. Chen; Tianjin University, Tianjin, China X.L. Gu; Tianjin University, Tianjin, China
Application of Hydrofracture Principles to Grouting in Deep Foundation Z.M Zhang; Institute of Water Conservancy and Hydroelectric Power Research, Beijing, China
Characteristics and Applications of Soil Reinforcement by Jet Grouting J.W. Wang S.Y. Li H. Niu Z. Liu
Some Experiences in Construction and Design of Stone Column Reinforced Ground C.W. Sheng; Nanjing Hydraulic Research Institute, Nanjing, China
In-Situ Ground Reinforcement Techniques P.J. Nicholson; Nicholson Construction Company, U.S.A.
Stress analysis of Reinforced Earth Bridge Abutment S.D. Zhang; Shanghai Institute of Railway Technology, Shanghai, China J.H. Zhu; Shanghai Institute of Railway Technology, Shanghai, China
A Proposal for Construction of the Pile Load-Settlement Curve Based on Results of Cone Penetration Tests A. Tejchman; Technical University of Gdansk, Poland K. Gwizdala; Technical University of Gdansk, Poland
Design Criteria of Dynamic Consolidation Z.Q. Wang; Comprehensive Institute of Geotechnical Investigation and Surveying (CIGIS), Beijing, China
Construction and Instrumentation of a Deep Foundation Y.K. Wong; Port of Singapore Authority, Singapore C.F. Leung; National University of Singapore, Singapore R. Radhakrishnan; Port of Singapore Authority, Singapore
Reliability Approach for Deep Foundation Studies R. Chowdhury; University of Wollongong, Wollongong, NSW, Australia
Construction of Deep Foundations by Cast-In-Borehole Method Y.W. Mou; Board of Yellow River, Shandong Province, China
Underpinning a Deep Foundation - A Case History M. Soranzo; University of Padova, Italy P. Mazzalai; University of Padova, Italy
Borehole Loading Test Using a Self-Boring Instrument H. Mori; Kiso-Jiban Consultants Co. Ltd., Tokyo, Japan S. Sone; Kiso-Jiban Consultants Co. Ltd., Tokyo, Japan Y. Toyooka; Kiso-Jibam Consultants Co. Ltd., Tokyo, Japan
Composite Foundations for Uplift and Compression in Soft Soils and Swampy Terrain H.S. Radhakrishna; Ontario Hydro, Canada T.W. Klym
Material Behavior and Ground Improvement J.K. Mitchell; University of California, U.S.A.
A Study of Failure Mechanism and Uplifting Capacity of Tension Pile Foundation K.J. Yang; East China Technical University of Water Resources, Nanjing, China Q.X. Li; East China Technical University of Water Resources, Nanjing, China F.Y. Wang; East China Technical University of Water Resources, Nanjing, China
Use of Large Diameter and Long Steel Pipe Piles in Japan K. Kawakami; Nippon Steel Corporation, Tokyo, Japan M. Hashimoto; Japanese Association for Steel Pipe Piles, Tokyo, Japan
Full Scale Loading Tests of NF Pile M. Nomura; Nippon Kokan K.K., Tokyo, Japan T. Todoroki; Nippon Kokan K.K., Tokyo, Japan
Time Effect of Bearing Behavior of Bored Pile Group in Unsaturated Silty Soil J.L. Lui, Institute of Soil and Foundation, China Academy of Building Research, Beijing, China Z.L. Yuan; Institute of Soil and Foundation, China Academy of Building Research, Beijing, China
Prediction of Ultimate Beating Capacity of Steel Pipe Pile by Wave Equation R.G. Shen: Nanjing Hydraulic Research Institute, Nanjing, China
Bearing Capacity of Long Piles Driven into Soft Soil F.Z. Suo; Central Research Institute of Building & Construction, M.M.I., Beijing, China Z.D. Zhou; Central Research Institute of Building & Construction, Beijing, China Z.Q. Yu; Central Research Institute of Building & Construction, M.M.I.,
Deep Compaction of Saturated Loess by Means of Sand-Gravel Piles Z.G. Lin; Shaanxi Engineering Investigations Institute, Xi'an, China
Practical Experiences on Pile Dynamic Measurement in Shanghai J. Pei; Shanghai Municipal Institute of Civil Architectural Design, Shanghai, China Y. Wang; Shanghai Municipal Institute of Civil Architectural Design, Shanghai, China
Behavior of Excavation and Pile Foundations in Soft Bangkok Clay D.T. Bergado; Asian Institute of Technology, Bankok, Thailand Y.H. Lee; Asian Institute of Technology, Bankok, Thailand J.M.T. Ananda; Asian Institute of Technology, Bankok, Thailand R. Gansehanathan; Asian Institute of Technology, Bankok, T
Settlement Behavior of Pile Foundation W.Y. Xu; East China Architectural Design Institute, Shanghai, China
Studies of Pile Driving Cushion Materials H.R. Shen; Nanjing Institute of Technology, Nanjing, China Z.C. Yu; Nanjing Institute of Technology, Nanjing, China N.C. Tang; Nanjing Institute of Technology, Nanjing, China
Effects of Pile Driving in Saturated Soft Clay R.L. Wei; Nanjing Hydraulic Research Institute, Nanjing, China X.L. Chen; Nanjing Hydraulic Research Institute, Nanjing, China L. Zhong; China Academy of Building Research, Beijing, China
Determination of the Load-Displacement Characteristics of Single Pile in Soft Soil Z.C. Chen; Tongji University, Shanghai, China M.B. Cao; Tongji University, Shanghai, China M. Zhang; Tongji University, Shanghai, China
Experiences with Deep Foundations in Shanghai Y.X. Tong; East China Electric Power Design Institute, Shanghai, China
Longitudinal Splitting of Precast Reinforced Concrete Piles during Driving B.B.Broms; Nanyang Technological Institute, Singapore
Resonance Test on Piles Y.Z. Xu; Central Research Institute of Building & Construction, M.M.I., Beijing, China X.M. Lui; Central Research Institute of Building & Construction, M.M.I., Beijing, China B.X. Ma; Central Research Institute of Building & Construction, M.M.
Analysis and Design of a Piled Foundation for a Tall Tower I.K. Ozaydin; University of Petroleum and Minerals, Saudi Arabia M.A. Erguvanli; Evre Consulting Engineers, Inc., Istanbul, Turkey
The World in Steel Sheet Piling M. Dondelinger; TradeARBED; New York W.J. Sommerfield; TradeARBED, New York
Design and Construction of the Large Bored Piles for a Bridge over The Yellow River Y.Z. Wang; Survey and Design Institute of Henan Providence, China
Experimental Study of Axial Bearing Capacity of half-closed End Steel Pipe Piles Y.G. Qin; Research Institute of the Third Navigation Engineering Bureau, M.O.C., China M.S. Shi; Research Institute of the Third Navigation Engineering Bureau, M.O.C., China
Piles in Expansive Soil for Large Tension Forces G.W. Plant, Ph.D.; Ove Arup Incorporated J.R.V. Gill; Frankipile Ltd. R.J. Snowden; Ove Arup Incorporated
A Case Study in Hand-Dug Caissons R.C. Hepworth; Chen and Associates, Inc., U.S.A.
Non-Braced and Non-Anchored Diaphragm Walling in Soft Soil D.Y. Peng; Shanghai Foundation Engineering Co., China Y.X. Fang; Shanghai Foundation Engineering Co., China J.Y. Zhou; Shanghai Foundation Engineering Co., China
Ultimate Pullout Capacity of Batter Piles M.R. Madhav; Concordia University, Canada A. Hanna; Concordia University, Canada
Deep Excavation in the Shanghai Soft Clay under Protection of a Cast-In-Situ Retaining Wall M. Pernot; Soletanche, Nanterre, France M. Guillaud; Soletanche, Nanterre, France
Pile Design, Testing, and Installation for a Gated Dam B.H. Moore, P.E., M.S.C.E., Corps of Engineers, U.S.A.
Segmented Prestressed Concrete Piles for Coastal Environments S. Ahmed; Law Engineering Testing Company, U.SL
Mobilization of Skin Friction in Bored Piles in Hong Kong R.A. Fraser; Maunsell Geotechnical Services, Ltd., Hong Kong D. Kwok; Geotechnical Control Office, Hong Kong
Design Equations for Laterally Loaded Piles Embedded in Sand T.G. Davies; The University of Glasgow, U.K. M. Budhu; SUNY at Buffalo, U.S.A.
Behavior of Laterally-Loaded Piles Centrifugal and Numerical Modeling W.H. Craig, Ph.D., University of Manchester, U.K. J.S.H. Kan, Ph.D., University of Manchester, U.K.
Piles in Peat under Artesian Pressure: A Case Study K.Y.C. Chung; Gilbert/Commonwealth, Jackson, U.S.A.
Ultimate Skin Friction of Single Batter Piles in Sand A.M. Hanna; Concordia University, Canada T.Q. Nguyen; Concordia University, Canada
Excavation Bracing Technology G.F. Sowers; Law Engineering Testing Company, U.S.A.
Static Behavior of Single Piles Subjected to Repeated and Reciprocating Loadings L.Z. Xie; Sichuan Building Research Institute, China
Sand Compaction Piles A. Holeyman; Franki International, Belgium B.B. Broms; Nanyand Institute of Technology, Singapore
The Value of Field Measurement in the Design and Construction of Deep Foundations J. Burland; Imperial College, London and Consultant to FUGRO, U.K.
Foundations on Karstic Limestone in Kuala Lumpar Malaysia J.M. Mitchell; Ove Arup and Partners, London, U.K.
Redwood Tower; A Landmark in Deep Foundation Construction A. Partos; SITE Engineers Inc., U.S.A.
North American Geotechnical Exploration Practice C.O. Riggs; Central Mine Equipment Company, U.S.A.
An In-Situ Model Test for a Large Hydraulic Press Foundation R.J. Yan; CIGIS, Beijing, China
Drilled Pier Foundations in Expansive Soils F.H. Chen; Chen & Associates, Inc., U.S.A.
Theory and Practice of Pile Foundations G.G. Meyerhof; Technical University of Nova Scotia, Canada
Construction of Large Underground Openings and Use of Grouts E. Mongilardi; Rodio S.P.A., Milano, Italy R. Tornaghi; Rodio S.P.A., Milano, Italy
Construction Considerations for Ground Modification Projects J.P. Welsh; GKN Hayward Baker Inc., U.S.A.
Engineering Practice of Ground Improvement H.R. Taber; Taber Consultants, U.S.A.
Hand-Excavated Pier Foundations for a high-rise Hotel in the City of Dalian, China A.K.C. Chan; Ove Arup and Partners Hong Kong Ltd., Hong Kong J.Y.H. Lui; Ove Arup and Partners Hons Kong Ltd., Hong Kong
The Wireline Undisturbed Soil Sampling in Deep Foundation Z.Q. Bian; Central Coal Mine Designing and Planning Institute, Beijing, China T. Soejima; Boring Co. Ltd., Tokyo, Japan
Embankment Piles B.B. Broms; Nanyang Institute of Technology, Singapore
Stability Analysis of Jack-Up Rig at the Bohai Oil Field H. Cheng; Tianjin University, China Y. Xing; Bohai Oil Company, Tianjin, China M.L. Yao; Tianjin University, China
Geotechnical Investigation for Deep Foundation Projects in Shanghai Area E.R. Wang; Shanghai Institute of Geotechnical Investigation and Surveying, Shanghai, China J.E. Xu; Shanghai Institute of Geotechnical Investigation and Surveying, Shanghai, China
Deep Caisson Foundations in China C.Y. Lui; Major Bridge Engineering Bureau, Wuhan, China
Construction of Long Tubular Column Foundations under Deep Water C.L. Liao; Major Bridge Engineering Bureau
Use of Anchors in Floors of Large Dry-docks and Wagon Tipper Sheds W.H. Lui; Research Institute of First Navigational Engineering Bureau, Ministry of Communications, China
Methods of Dewatering and Ground Water Control J.P. Powers; Moretrench American Corporation, Rockaway, U.S.A.
Application of Several Soil Improvement Methods in China J.H. Qian; River and Sea University, Nanjing, China Z. Qian; Research Institute of First Bureau of Navigation Engineering, Ministry of Communication, Tianjin, China
Challenge from Foundation Engineering to China R.L. Xu; Ministry of Urban and Rural Construction and Environmental Protection, China
Viscoelastic Finite Element Analysis of Diaphragm Walls M.Y. Xia; Tongji University, Shanghai, China X.Y. Yi; Tongji University, Shanghai, China
The Analysis of FEM on the Anchorage Consolidation for Stabilizing a Tunnel with Thick Overburden J.M. Pei; Tsinghua University, Beijing, China Z.K. Li; Tsinghua University, Beijing, China
Improving Very Compressible Soils by Stone Columns and Stiffening Concrete Columns I. Stancilescu; Civil Engineering Institute, Romania I. Antonescu; Civil Engineering Institute, Romania A. Marcu; Civil Engineering Institute, Romania I. Staicu; Civil Engineering Institute, Romania
Granular Pile for Ground Improvement G. Ranjan; University of Roorkee, India B.G. Rao; Central Building Research Institute, India
Current Business Trends in the People's Republic of China V. Tang; American Embassy in China, U.S.A.
The Realities of Resolving Conflicts during Construction J.S. Ward; Joseph S. Ward, P.E., Inc., U.S.A.
Installation of Drilled Piers in Shales A.C. Ackenheil; Ackenheil & Associates Geo. Systems, Inc., U.S.A.
The Realities of Foundation Engineering J.O. Osterberg; Northwestern University, Evanston, Illinois, U.S.A.
Pier Design and Construction in Water Bearing Soil C.N. Baker; STS Consultants, Ltd., U.S.A.
Deep Excavations and Foundations for Locks B.H. Moore, US Army Corps of Engineers, U.S.A.
Support for Deep Excavation in China X.M. Wu; China Academy of Railway Sciences, China
Deep Excavation and Earth Retaining Structure S.Y. Zhou; Shanghai Foundation Engineering Co., China Y.K. Gui; Shanghai Foundation Engineering Co., China
Pile Construction and Related Problems K. Fujita; Hazama-Gumi, Ltd., Japan
Drilled Pier Foundation in Hard Carbonate Rock K.E. Darnell; Geologic Associates, U.S.A. L.I. Benson; Geologic Associates, U.S.A. L.E. Wilson; Engineering Design & Geosciences Group, U.S.A.
Effect of Stabilizing Soft Super-Saline Soil by Vibroflotation S.F. Fu; Xi'an Geotechnical Company, China and Non-Ferrous Metals Industry Corporation, Xi'an, China
Nature and Functions of a Geotechnical Consulting Firm D.V. Roberts; Dames and Moore, U.S.A.