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

article# description author(s)
652 Design of the Foundation of Zhu Jiang Fanying High-Rise Building Complex A.F. Deng; Chongqing Institute of Architecture and Engineering, Chongqing, China
645 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
658 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
657 Bell Bottom Cast-in-Place Piling by Reverse Circulation Drill T. Soejima; Tone Boring Co., Ltd., Tokyo, Japan
656 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
655 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
660 Time-Dependent Bond Regain in Driven Piles in Permafrost B. Ladanyi; Ecole Polytechnique, Montreal, Canada A. Guichaoua; Ecole Polytechnique, Montreal, Canada
653 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
661 Bearing Capacity of Piles Determined by Field Tests D.M. Milovic; Facility of Technical Sciences, Novi Sad, Yugoslavia
651 Some Experience with Large Diameter Caissons I.H. Wong; Ebasco Services Incorporated, New York, New York
650 Damage to Initially Bent Piles B.B. Broms; Nanyang Technological Institute, Singapore I.H. Wong; Ebasco Services Incorporated, New York, New York
649 Accessories for Driven Piles H.W. Hunt; Associated Pile and Fitting Corp., Clifton, New Jersey
648 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
647 Numerical Modeling of Nonlinear Piles S.P. Lin; Shanghai Jiao Tong University Y. He; Dalian Institute of Technology, Dalian, China
613 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
654 Bearing Capacity of Pile by Curve-Fitting Method Z.Q Zhou; Yunnan Design Institute, Kunming, China
668 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
675 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
674 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
673 A Review of Diaphragm Wall Construction - White Swan Hotel Q.M. Huang; Guangdong Water Conservancy and Electrical Appliance Co.
672 Design of Concrete Tunnel Liners and Pipes by Ring Compression Theory W. Lum; Consulting Engineer, Honolulu, Hawaii
671 A New Diaphragm Wall Technology Providing Mechanical and Watertightness Continuity P. Dupeuble; SIF Enterprise BACHY, France
659 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
669 Design Practice of Circular Diaphragm Wall Structure with Large Diameter X.Y. Hou; Tongji University, Shanghai, China Y.S. Lee; Tongji University, Shanghai, China
644 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
667 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
666 Design Method for Bridge Abutment Foundation Piles Subjected to Lateral Earth Pressure T. Matsui; Osaka University, Osaka, Japan
665 Establishment of Bearing Capacity and Integrity of Cast-in-Place Piles by Means of Dynamic Testing H. Meseck; Technical University of Braunschweig, FRG
664 Strengthening of a Cardboard Machine Foundation in Kemi, Finland J. Hartikainen; Tampere University of Technology, Finland
663 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
662 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
670 The Quality Control of Deep Foundation - The New Approach by Non-Destructive Techniques K.S. Ho; Testconsult CEBTP (Far East) Limited, Hong Kong
620 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
646 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
626 Application of Hydrofracture Principles to Grouting in Deep Foundation Z.M Zhang; Institute of Water Conservancy and Hydroelectric Power Research, Beijing, China
625 Characteristics and Applications of Soil Reinforcement by Jet Grouting J.W. Wang S.Y. Li H. Niu Z. Liu
624 Some Experiences in Construction and Design of Stone Column Reinforced Ground C.W. Sheng; Nanjing Hydraulic Research Institute, Nanjing, China
623 In-Situ Ground Reinforcement Techniques P.J. Nicholson; Nicholson Construction Company, U.S.A.
628 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
621 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
629 Design Criteria of Dynamic Consolidation Z.Q. Wang; Comprehensive Institute of Geotechnical Investigation and Surveying (CIGIS), Beijing, China
619 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
618 Reliability Approach for Deep Foundation Studies R. Chowdhury; University of Wollongong, Wollongong, NSW, Australia
617 Construction of Deep Foundations by Cast-In-Borehole Method Y.W. Mou; Board of Yellow River, Shandong Province, China
616 Underpinning a Deep Foundation - A Case History M. Soranzo; University of Padova, Italy P. Mazzalai; University of Padova, Italy
615 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
614 Composite Foundations for Uplift and Compression in Soft Soils and Swampy Terrain H.S. Radhakrishna; Ontario Hydro, Canada T.W. Klym
622 Material Behavior and Ground Improvement J.K. Mitchell; University of California, U.S.A.
636 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
643 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
642 Full Scale Loading Tests of NF Pile M. Nomura; Nippon Kokan K.K., Tokyo, Japan T. Todoroki; Nippon Kokan K.K., Tokyo, Japan
641 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
640 Prediction of Ultimate Beating Capacity of Steel Pipe Pile by Wave Equation R.G. Shen: Nanjing Hydraulic Research Institute, Nanjing, China
639 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.,
627 Deep Compaction of Saturated Loess by Means of Sand-Gravel Piles Z.G. Lin; Shaanxi Engineering Investigations Institute, Xi'an, China
637 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
678 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
635 Settlement Behavior of Pile Foundation W.Y. Xu; East China Architectural Design Institute, Shanghai, China
634 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
633 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
632 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
631 Experiences with Deep Foundations in Shanghai Y.X. Tong; East China Electric Power Design Institute, Shanghai, China
630 Longitudinal Splitting of Precast Reinforced Concrete Piles during Driving B.B.Broms; Nanyang Technological Institute, Singapore
638 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.
717 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
676 The World in Steel Sheet Piling M. Dondelinger; TradeARBED; New York W.J. Sommerfield; TradeARBED, New York
723 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
722 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
721 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
720 A Case Study in Hand-Dug Caissons R.C. Hepworth; Chen and Associates, Inc., U.S.A.
725 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
718 Ultimate Pullout Capacity of Batter Piles M.R. Madhav; Concordia University, Canada A. Hanna; Concordia University, Canada
726 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
716 Pile Design, Testing, and Installation for a Gated Dam B.H. Moore, P.E., M.S.C.E., Corps of Engineers, U.S.A.
715 Segmented Prestressed Concrete Piles for Coastal Environments S. Ahmed; Law Engineering Testing Company, U.SL
714 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
713 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.
712 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.
711 Piles in Peat under Artesian Pressure: A Case Study K.Y.C. Chung; Gilbert/Commonwealth, Jackson, U.S.A.
719 Ultimate Skin Friction of Single Batter Piles in Sand A.M. Hanna; Concordia University, Canada T.Q. Nguyen; Concordia University, Canada
733 Greeting Address J.C. Yan
740 Excavation Bracing Technology G.F. Sowers; Law Engineering Testing Company, U.S.A.
739 Closing Words Z.Q. Wang
738 Closing Address G.S. Zhou
737 Academic Remarks B.B. Broms
736 Welcome Remarks H.Q. Fang
724 Static Behavior of Single Piles Subjected to Repeated and Reciprocating Loadings L.Z. Xie; Sichuan Building Research Institute, China
734 Greeting Address R. Johnston
708 Sand Compaction Piles A. Holeyman; Franki International, Belgium B.B. Broms; Nanyand Institute of Technology, Singapore
732 Opening Speech R.T. Yie
731 Opening Remarks R.L. Xu
730 The Value of Field Measurement in the Design and Construction of Deep Foundations J. Burland; Imperial College, London and Consultant to FUGRO, U.K.
729 Foundations on Karstic Limestone in Kuala Lumpar Malaysia J.M. Mitchell; Ove Arup and Partners, London, U.K.
728 Redwood Tower; A Landmark in Deep Foundation Construction A. Partos; SITE Engineers Inc., U.S.A.
727 North American Geotechnical Exploration Practice C.O. Riggs; Central Mine Equipment Company, U.S.A.
735 Welcome Remarks W.F. Loftus
684 An In-Situ Model Test for a Large Hydraulic Press Foundation R.J. Yan; CIGIS, Beijing, China
691 Drilled Pier Foundations in Expansive Soils F.H. Chen; Chen & Associates, Inc., U.S.A.
690 Theory and Practice of Pile Foundations G.G. Meyerhof; Technical University of Nova Scotia, Canada
689 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
688 Construction Considerations for Ground Modification Projects J.P. Welsh; GKN Hayward Baker Inc., U.S.A.
687 Engineering Practice of Ground Improvement H.R. Taber; Taber Consultants, U.S.A.
710 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
685 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
694 Embankment Piles B.B. Broms; Nanyang Institute of Technology, Singapore
683 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
682 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
681 Deep Caisson Foundations in China C.Y. Lui; Major Bridge Engineering Bureau, Wuhan, China
680 Construction of Long Tubular Column Foundations under Deep Water C.L. Liao; Major Bridge Engineering Bureau
679 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
741 Methods of Dewatering and Ground Water Control J.P. Powers; Moretrench American Corporation, Rockaway, U.S.A.
686 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
700 Challenge from Foundation Engineering to China R.L. Xu; Ministry of Urban and Rural Construction and Environmental Protection, China
677 Viscoelastic Finite Element Analysis of Diaphragm Walls M.Y. Xia; Tongji University, Shanghai, China X.Y. Yi; Tongji University, Shanghai, China
707 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
706 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
705 Granular Pile for Ground Improvement G. Ranjan; University of Roorkee, India B.G. Rao; Central Building Research Institute, India
704 Current Business Trends in the People's Republic of China V. Tang; American Embassy in China, U.S.A.
703 The Realities of Resolving Conflicts during Construction J.S. Ward; Joseph S. Ward, P.E., Inc., U.S.A.
692 Installation of Drilled Piers in Shales A.C. Ackenheil; Ackenheil & Associates Geo. Systems, Inc., U.S.A.
701 The Realities of Foundation Engineering J.O. Osterberg; Northwestern University, Evanston, Illinois, U.S.A.
693 Pier Design and Construction in Water Bearing Soil C.N. Baker; STS Consultants, Ltd., U.S.A.
699 Deep Excavations and Foundations for Locks B.H. Moore, US Army Corps of Engineers, U.S.A.
698 Support for Deep Excavation in China X.M. Wu; China Academy of Railway Sciences, China
697 Deep Excavation and Earth Retaining Structure S.Y. Zhou; Shanghai Foundation Engineering Co., China Y.K. Gui; Shanghai Foundation Engineering Co., China
696 Pile Construction and Related Problems K. Fujita; Hazama-Gumi, Ltd., Japan
695 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.
709 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
702 Nature and Functions of a Geotechnical Consulting Firm D.V. Roberts; Dames and Moore, U.S.A.