| article# |
description |
author(s) |
| 2022 |
Soft Deep Mixing for the Mitigation of Seismic Risk |
A. Flora, University of Napoli Federico II, Italy; E. Bilotta, University of Napoli Federico II, Italy; F. Foria, University of Napoli Federico II, Italy; V. Nappa, University of Napoli Federico II, Italy |
| 2024 |
Research on the Stability Analysis of TDM Column Composite Foundation Supported Embankment |
Chao Yan, Southeast University, China; Song-yu Liu, Southeast University, China; Yong-feng Deng, Southeast University, China |
| 2025 |
Seismic Remediation of Perris Dam |
Wen Yan Chen, California Department of Water Resources, United States; Steven J. Friesen, California Department of Water Resources, United States; Michael W. Driller, California Department of Water Resources, United States |
| 2026 |
Design and Quality Control of Soil Mix Walls for Earth and Water Retaining Structures |
Nicolas Denies, Belgian Building Research Institute, Belgium; Noël Huybrechts, Belgian Building Research Institute & KU Leuven, Belgium; Flor De Cock, Geotechnical Expert Office Geo.be, Belgium; Bart Lameire, Belgian Association of Foundation Contractors, ABEF, Belgium; Jan Maertens, Jan Maertens bvba & KU Leuven, Belgium; André Vervoort, KU Leuven, Belgium; Jeroen de Leeuw, ConGeo b.v., Netherlands; Flip Hoefsloot, Fugro GeoServices b.v. , Netherlands |
| 2027 |
Numerical Analysis of Progressive Failure of DM Columns beneath Embankment on Soft Ground |
Gang Zheng, Tianjin University, China; Yu Diao, Tianjin University, China; Haizuo Zhou, Tianjin University, China |
| 2028 |
Influence of EPS Geofoam on the Soft Foundation Improved by Deep Mixed Columns |
Walid El Kamash, Suez Canal University, Egypt; Sadik Oztoprak, Istanbul University, Turkey |
| 2029 |
Evergreen Line Rapid Transit Project: Analysis and Design of Deep Soil Mix Panels to Mitigate Seismic Lateral Spreading |
Brian E. Hall, Tetra Tech EBA, Canada; A. Azizian, Tetra Tech EBA, Canada; E. Naesgaard, Naesgaard-Amini Geoetechnical, Canada; A. Amini, Naesgaard-Amini Geotechnical, Canada; J. I. Baez, Advanced Geosolutions, United States; M. L. Preece, SNC-Lavalin, Canada |
| 2030 |
Design Solutions for Seepage End-Around Effects at Cutoff Wall Depth Transitions |
Michael Hughes, P.E., AECOM, United States; Ray Costa, P.E., G.E., Independent Consultant to California Department of Water Resources, United States; Selva Selvamohan, P.E., California Department of Water Resources, United States |
| 2031 |
Some Norwegian Experiences Related to Use of Dry-Mixing Methods to Improve Stability of Excavations and Natural Slopes in Soft Clays |
Kjell Karlsrud, Norwegian Geotechnical Institute, Norway; Astri Eggen, Norwegian Geotechnical Institute, Norway; Ørjan Nerland, Norwegian Geotechnical Institute, Norway; Torgeir Haugen, NCC Contruction AS, Norway |
| 2032 |
Load-Deformation Based Design of Deep Mixing for Supporting MSE Walls at Kitimat LNG, BC |
Marina S. W. Li, C.Eng., P.Eng., Isherwood Associates, Canada; Randy R. Williams, P.Eng., Golder Associates Ltd., Canada; George M. Filz, Ph.D., P.E., Virginia Tech, United States; Brian W. Wilson, C.Eng., P.Eng., Pacific Ground Engineering, Canada |
| 2033 |
Development of Lattice-Shaped Cement Treatment Method for Liquefaction Countermeasure |
Naotoshi Shinkawa, Fudo Tetra, Japan; Yoshiyuki Morikawa, Port and Airport Research Institute, Japan; Hidenori Takahashi, Port and Airport Research Institute, Japan; Makoto Yoshida, Penta-Ocean Construction Co., Ltd., Japan; Masaya Kawata, Shimizu Corporation, Japan; Kazuo Konishi, Takenaka Civil Engineering & Construction Co., Ltd., Japan; Hirofumi Taguchi, Toa Corporation, Japan; Seiji Mizutani, Toyo Construction, Japan |
| 2034 |
Effective Plane Arrangement of Deep Mixing Piles to Resist Lateral Flow of Liquefied Ground |
Hidenori Takahashi, Port and Airport Research Institute, Japan; Yoshiyuki Morikawa, Port and Airport Research Institute, Japan; Naoki Takahashi, Sumitomo-Mitsui Construction Co., Japan; Daiki Takano, Port and Airport Research Institute, Japan; Ikuo Towhata, University of Tokyo, Japan |
| 2035 |
Geotechnical Design and Performance of Road and Railway Viaducts Supported on DSM Columns - A Summary of Practice |
Michal Topolnicki, Keller Polska, Poland |
| 2036 |
Effects of Deep Mixing Method to Reinforce Earth Levees in the Mekong Delta, Vietnam |
Hoang-Hung Tran-Nguyen, Ho Chi Minh City University of Technology, Viet Nam; Masaki Kitazume, Tokyo Institute of Technology, Japan; Hitoshi Tanaka, Tohoku University, Japan; Makoto Kamimura, Something Group, Japan; Toru Kobayahi, Something Vietnam, Viet Nam; Khang T. Truong, Something Vietnam, Viet Nam; Bao K. Le, Ho Chi Minh City University of Technology, Viet Nam; Long P. Le, Ho Chi Minh City University of Technology, Viet Nam |
| 2037 |
Effect of Grid-Form Deep Mixing Walls to Prevent Liquefaction Damage of Small Houses |
Shoichi Tsukuni, Takenaka Civil Engineering & Construction Co., Ltd., Japan; Akihiko Uchida, Takenaka Corporation, Japan; Kazuo Konishi, Takenaka Civil Engineering & Construction Co., Ltd., Japan |
| 2038 |
Application of Deep Soil Mixing Walls in the Warren Avenue Grade Separation Project, Fremont, CA |
D. S. Yang, JAFEC USA Inc., United States; A. P. Notaro, Biggs Cardosa Associates Inc., United States; Y. D. Wang, Parikh Consultants Inc., United States; G. Watanabe, JAFEC USA Inc., United States |
| 2039 |
Material Properties for Analysis of Deep Mixing Support Systems |
George Filz, Ph.D., P.E., Virginia Tech, United States; Alex Reeb, Virginia Tech, United States; Alex Grenoble, HDR Inc., United States; Farzad Abedzadeh, HDR Inc., United States |
| 2040 |
Dam Wall Toe Stabilisation Using Mass Soil Mixing Techniques |
David W. Martel, Wagstaff Piling Pty Ltd., Australia; Tom George, Wagstaff Piling Pty Ltd., Australia |
| 2041 |
Mixing Proportion Design and Construction Management for Application of Cement Deep Mixing Method to Construction Project on Controlled Final Landfill Site in Japan |
Kenji Sasa, City of Yokohama Port & Harbor Bureau, Japan; Yoshinori Kurumada, Penta-Ocean Construction Co., Ltd., Japan; Masaya Watanabe, Penta-Ocean Construction Co., Ltd., Japan |
| 2042 |
Application of Large-Scale and Rapid Construction of Light-Weight Stabilized Soil with Air Foam for Deep Water Zone to Stabilize Existing Quay Wall |
Yosuke Tanaka, Toa Corporation Research and Development Center, Japan; Yoshio Mitarai, Toa Corporation Research and Development Center, Japan; Takeshi Nagatome, Toa Corporation Tokyo Branch, Japan |
| 2043 |
Seepage Cut-Off Wall Installation Using Cutter Soil Mixing for Herbert Hoover Dike Rehabilitation |
Michael Arnold, BAUER Foundation Corp., United States |
| 2044 |
Utilizing Real-Time Data and Statistical Analysis for Wet Soil Mixing: A Case History |
Sunil Arora, P.E., Hayward Baker Inc., United States; Lisheng Shao, Ph.D., P.E., G.E., Hayward Baker Inc., United States; Chris Conkle, P.E., G.E., Geosyntec Consultants, United States |
| 2045 |
Soil-Mix-Sandwich (SMS) |
Ali S. Fayad, P.E., OC Public Works, CA, United States |
| 2046 |
Soil Mixing for the LPV-111 Levee Improvements, New Orleans: A Case History |
Matteo Bertoni, TREVIICOS, United States; Filippo Maria Leoni, TREVIICOS, United States; Wesley Schmutzler, TREVIICOS, United States; George Filz, Ph.D., P.E., Virginia Tech, United States |
| 2047 |
Deep Mixing for Levee Repair at Hurricane Protection Project, P-17A, Louisiana, USA |
Rakshya Shrestha, JAFEC USA Inc., United States; Ralph Griffin, JAFEC USA Inc., United States; Peter Cali, Sea Level Engineering, United States; Sushil Kafle, JAFEC USA Inc., United States; Motoji Watanabe, JAFEC USA Inc., United States; David Yang, JAFEC USA Inc., United States |
| 2048 |
Best Practices for Soil Mixing near Sensitive Structures |
Joseph A. Mann, P.E., Hayward Baker Inc., United States |
| 2049 |
Soil Mixing for the Rio Puerto Nuevo Project in San Juan, PR: A Case History |
Filippo Maria Leoni, TREVIICOS, United States; Matteo Bertoni, TREVIICOS, United States; Wesley Schmutzler, TREVIICOS, United States |
| 2050 |
Application of Dry Jet Mixing to Earthquake Disaster |
Arashi Shimano, Sanshin Corporation, Japan; Kozo Takeda, Sanshin Corpration, Japan |
| 2051 |
Cement Deep Soil Mixing Shear Wall Stabilization Calaveras Dam Replacement Project, California |
Michael Forrest, P.E., G.E., URS Corporation, United States; John Roadifer, P.E., URS Corporation, United States; Glen Gorski, P.E., Kleinfelder, Inc., United States |
| 2052 |
Cement Deep Mixing in Lach Huyen Port Infrastructure Construction Project in Northern Vietnam |
Masakazu Takano, Penta-Ocean Construction Co., Ltd., Japan; Koji Suzuki, Toa Corporation, Japan; Naotoshi Shinkawa, Fudo-Tetra Corporation, Japan |
| 2053 |
Mixed-in-Place Cut-Off Walls Create Artificial Polders in the Netherlands |
Erwin de Jong, Geobest B.V., Netherlands; R. Gerritsen, Witteveen + Bos Consultants, Netherlands; C. te Boekhorst, Volker InfraDesign B.V., Netherlands; E. van der Velde, Bauer Funderingstechniek B.V. , Netherlands |
| 2054 |
Rocky Mountain Arsenal Section 36 Lime Basin Soil Remediation Project - Seepage Barrier |
Douglas M. Barber, Raito, Inc., United States; A. David Miller, P.E., Raito, Inc., United States |
| 2055 |
Construction of Long Deep Mixing Columns by Low-Height Rig |
Toshiro Hara, JAFEC, CDM Association, Japan; Kengo Yamamoto, RINKAI Construction, CDM Association, Japan; Shigenori Horikawa, RINKAI Construction, CDM Association, Japan; Nobutaka Tanaka, JAFEC USA, Japan |
| 2056 |
Experiment to Determine the Influence of Groundwater Level on Grid-Form Deep Mixing Walls for Liquefaction Control |
Masayuki Imai, Takenaka Civil Engineering & Construction Co. Ltd., Japan; Kazuo Konishi, Takenaka Civil Engineering & Construction Co. Ltd., Japan; Kunio Higashinaka, Takenaka Civil Engineering & Construction Co. Ltd., Japan; Tsuyoshi Honda, Takenaka Corporation, Japan; Kazuhiro Kaneda, Takenaka Corporation, Japan |
| 2057 |
Application of Triple-Axial CDM Method (Lemni 2/3 Method) for Stabilizing Soft Soil |
Kazuyoshi Kamimura, Shimizu Corporation, Japan; Masaya Kawata, Shimizu Corporation, Japan |
| 2058 |
Dynamic Centrifuge Model Tests on Pile-Type Deep Mixing Method Reducing Lateral Flow of Liquefied Ground |
Yoshiyuki Morikawa, Port and Airport Reserach Institute, Japan; Hidenori Takahashi, Port and Airport Research Institute, Japan; Wakaki Tsuda, Sumitomo-Mitsui Construction Co., Japan; Natsuki Okuno, Sumitomo-Mitsui Construction Co., Japan; Naoki Takahashi, Sumitomo-Mitsui Construction Co., Japan; Ikuo Towhata, University of Tokyo, Japan |
| 2059 |
Investigating Reinforcing Effects of Soil-Cement Columns in Liquefiable Sand Using Dynamic Centrifuge Tests |
Deepak Rayamajhi, Oregon State University, United States; Shuji Tamura, Tokyo Institute of Technology, Japan; Mohammad Khosravi, Virginia Tech, United States; Ross W. Boulanger, University of California, Davis, United States; Daniel W. Wilson, University of California, Davis, United States; Scott A. Ashford, Oregon State University, United States; C. Guney Olgun, Virginia Tech, United States |
| 2060 |
Simplified Model for Increased Lateral Resistance of Deep Foundations Using Soil Mixing |
Kyle M. Rollins, Brigham Young University, United States; Dan A. Brown, Dan Brown & Associates, United States; Hubert Law, Earth Mechanics Inc., United States |
| 2061 |
Wet Soil Mixing for Supporting Bridge Abutments on Spread Footings |
Kenji Yamasaki, Landslide Technology, United States; David Hemstreet, Alaska Department of Transportation and Public Facilities, United States; Adam Gerondale, Hayward Baker Inc., United States; Lisheng Shao, Ph.D., P.E., G.E., Hayward Baker Inc., United States |
| 2062 |
Stabilization of Materials - Upgrading of Soils and Sediments to Be Used in Geo-Constructions |
Göran Holm, Swedish Geotechnical Institute, Sweden; Josef Macsik, Ecoloop, Sweden; Gregory Makusa, Luleå University of Technology, Sweden; Helene Kennedy, Swedish Geotechnical Institute, Sweden; Yvonne Rogbeck, Swedish Geotechnical Institute, Sweden |
| 2063 |
Deep Soil Mixing Ground Improvement for the U.S. Federal Courthouse in Downtown Los Angeles, California |
Dean Iwasa, Haley & Aldrich, United States; Roberto A. Lopez, Malcolm Drilling, United States; Eric Lindquist, Brierley Associates, United States; Jon Bussiere, Malcolm Drilling, United States |
| 2064 |
Wet Soil Mixing for Foundation Support and Liquefaction Hazard Mitigation for the Ventura Cancer Center |
Lisheng Shao, Ph.D., P.E., G.E., Hayward Baker Inc., United States; Thang V. Nguyen, Hayward Baker Inc., United States; Gary E. Taylor, Hayward Baker Inc., United States |
| 2065 |
Vertical Load Sharing of Piled Raft with Grid-Form Deep Mixing Walls |
K. Yamashita, Takenaka Corporation, Japan; T. Tanikawa, Takenaka Corporation, Japan; Y. Shigeno, Takenaka Corporation, Japan; J. Hamada, Takenaka Corporation, Japan |
| 2066 |
Construction Operations and Challenges of a Cutter Soil Mixing Project in Kitimat British Columbia |
Keith MacKay, Golder Construction, Canada; Rachel Cleary, Golder Construction, Canada; David Siddle, Golder Construction, Canada; Donald Bruce, Ph.D., D.GE., C.Eng., Geosystems, L.P., United States; G. A. Chapman, Golder Associates, Australia; George Filz, Ph.D., P.E., Virginia Tech, United States |
| 2067 |
Long-Term Performance of a Deep Mixed Column-Wall at Arabianranta Area (Helsinki, Finland) |
Paavo Lahdenperä, Ramboll Finland Oy, Finland; Juha Forsman, Ramboll Finland Oy, Finland; Ilkka Vähäaho, Real Estate Department, City of Helsinki, Finland; Kalle Rantala, Real Estate Department, City of Helsinki, Finland; Osmo Korhonen, Real Estate Department, City of Helsinki, Finland; Leena Korkiala-Tanttu, Aalto University, Finland |
| 2068 |
Cutter Soil Mixing Solutions at the Leixões Cruise Terminal |
Alexandre Pinto, JetSJ Geotecnia, Portugal; Rui Tomásio, JetSJ Geotecnia, Portugal; Xavier Pita, JetSJ Geotecnia, Portugal; António Cristovão, JetSJ Geotecnia, Portugal |
| 2069 |
Soil Improvement in Marina Coastal Expressway Project (C485) with Cement Deep Mixing (CDM) Method |
Tatsuo Nagatsu, Penta-Ocean Construction Co., Ltd., Japan; Keiji Uchida, Penta-Ocean Construction Co., Ltd., Japan; Yoshinori Kurumada, Penta-Ocean Construction Co., Ltd., Japan |
| 2070 |
Cement Deep Soil Mixed Walls/Grout Plug for Groundwater Cut off and Excavation Support at the Bart Warm Springs Extension |
Douglas R. Jenevein, Schnabel Foundation Company, United States; Mitchell L. Fong, Parsons Brinckerhoff, United States; Thomas S. Lee, Parsons Brinckerhoff, United States; Harry Schnabel, Schnabel Foundation Company, United States |
| 2071 |
Case Study of Deep Mix Pile Supported Diaphragm Wall for a Stilling Basin Structure in Malaysia |
Chandrasegaran Sundararaju, P.E., Bachy Soletanche Group Malaysia, Singapore; Tamilmani Thiruvengadam, Bachy Soletanche Group, Malaysia |
| 2072 |
Deep Mixing Technology in Deep Excavation in Soft Soil Area of Shanghai |
Jian Jia, Architectural Design & Research Institute of Tongji University, China; Ke Yang, Architectural Design & Research Institute of Tongji University, China; Yu Zhang, Architectural Design & Research Institute of Tongji University, China; Jie-qun Zhai, Architectural Design & Research Institute of Tongji University, China; Xiao-lin Xie, Architectural Design & Research Institute of Tongji University, China |
| 2073 |
Sustainability Considerations in Deep Mixing Applications, with Examples from LPV 111 in New Orleans, LA |
Craig M. Shillaber, Virginia Tech, United States; James K. Mitchell, Virginia Tech, United States; Joseph E. Dove, Virginia Tech, United States |
| 2074 |
Deep Mixing Field Trials for Land Remediation: Some 3-Year Results from the SMiRT Project |
Abir Al-Tabbaa, University of Cambridge, United Kingdom; Fei Jin, University of Cambridge, United Kingdom; David O'Connor, University of Cambridge, United Kingdom; Ziyad Abunada, University of Cambridge, United Kingdom |
| 2075 |
Field and Laboratory Mix Trials for a Deep Soil/Cement/Bentonite Cut-Off Wall Using CSM Equipment |
Russell J. Denny, Wagstaff Piling Pty Ltd., Australia |
| 2076 |
Deep Mixing Core Data from LPV 111 |
George Filz, Ph.D., P.E., Virginia Tech, United States; Donald Bruce, Ph.D., D.GE., C.Eng., Geosystems, L.P., United States; Wesley Schmutzler, TREVIICOS, United States; Mitsuo Nozu, Fudo Tetra Corporation, Japan; Alex Reeb, Virginia Tech, United States |
| 2077 |
Detecting Cement Mixing Pile with Cone Penetration Test in the Reserved Hole |
Guo-wei Li, Hohai University, China; Xiang Li, Hohai University, China; Jing-ping Ming, Nanjing Hydraulic Research Institute, China; Bakarr Sidi K., Hohai University, Sierra Leone; Jian-tao Wu, Hohai University, China |
| 2078 |
A Full-Scale Test by Low-Improvement-Rate Soil in Combination with Crushed-Stone Mat on Peaty Ground |
H. Hashimoto, Civil Engineering Research Institute for Cold Region, PWRI, Japan; T. Yamanashi, Civll Engineering Research Institute for Cold Region, PWRI, Japan; H. Hayashi, Civll Engineering Research Institute for Cold Region, PWRI, Japan; M. Yamaki, Civil Engineering Research Institute for Cold Region, PWRI, Japan |
| 2079 |
Field Test of Braced Excavation Supported with Rows of Dry Deep Mixing Columns |
Razvan Ignat, Skanska Sweden AB, Royal Institute of Technology, Sweden; Sadek Baker, Skanska Sweden AB, Sweden; Stefan Larsson, Royal Institute of Technology, Sweden |
| 2080 |
On the Use of Cement Content Determination Tests for Deep Mixing Projects |
Emilie Lapointe, P.Eng., Menard Bachy Pty Ltd., Australia; Fernando Famania, E.I.T., Golder Construction, Canada |
| 2081 |
Effective Sampling, Testing and Specification Approaches for Deep Mixing at Kitimat LNG, BC |
Marina S. W. Li, C.Eng., P.Eng., Isherwood Associates, Canada; Randy R. Williams, P.Eng., Golder Associates Ltd., Canada; Brian W. Wilson, C.Eng., P.Eng., Pacific Ground Engineering, Canada; George M. Filz, Ph.D., P.E., Virginia Tech, United States; Donald A. Bruce, Ph.D., D.GE., C.Eng., Geosystems, L.P., United States |
| 2082 |
Laboratory Testing of Stabilised Swedish Soils Prepared with Different Moulding Techniques |
Helen Åhnberg, Swedish Geotechnical Institute, Sweden; Mattias Andersson, Swedish Geotechnical Institute, Sweden |
| 2083 |
Stabilization Trials for Soft Soils in a High Sulfate Environment |
G. A. Chapman, Golder Associates, Australia; A. Bouazza, Monash University, Australia; A. S. Russell, Golder Associates, Australia |
| 2084 |
Effect of Curing Conditions on the Compressibility Characteristics of an Artificially Stabilized Soil |
Antonio Alberto S. Correia, University of Coimbra, Portugal; Paulo J. Venda Oliveira, University of Coimbra, Portugal; Monica R. Garcia, Santarém, Portugal |
| 2085 |
Seismic Performance of Soil-Cement Grid Supporting a Structure over Soft Clay |
Mohammad Khosravi, Virginia Tech, United States; Ross W. Boulanger, University of California, Davis, United States; Daniel W. Wilson, University of California, Davis, United States; Shuji Tamura, Tokyo Institute of Technology, Japan; C. Guney Olgun, Virginia Tech, United States; Yongzhi Wang, University of California, Davis, United States |
| 2086 |
Evaluation of the Applicability of Molding Techniques in Laboratory Mix Tests |
Masaki Kitazume, Tokyo Institute of Technology, Japan; Massimo Grisolia, Sapienza University of Rome, Italy; Enrico Leder, Sapienza University of Rome, Italy; Ignazio Paolo Marzano, Sapienza University of Rome, Italy; Antonio Alberto S. Correia, University of Coimbra, Portugal; Paulo J. Venda Oliveira, University of Coimbra, Portugal; Helen Åhnberg, Swedish Geotechnical Institute, Sweden; Mattias Andersson, Swedish Geotechnical Institute, Sweden |
| 2087 |
Assessment of Strength and Other Mechanical Properties of the Deep Mixing Material |
Fabien Szymkiewicz, University Paris-Est, France; Antoine Guimond-Barrett, SNCF, France; J. Paredes Marino, University Paris-Est, France; Alain Le Kouby, University Paris-Est, France; Philippe Reiffsteck, University Paris-Est, France |
| 2088 |
Influence of Curing Conditions on the Stiffness and Strength of Cement-Stabilized Soils |
Alain Le Kouby, University Paris-Est, France; Antoine Guimond-Barrett, SNCF, France |
| 2089 |
Three Mass Stabilization Phases in West Harbor in Helsinki, Finland - Geotechnical and Environmental Properties of Mass Stabilized Dredged Sediments as Construction Material |
Juha Forsman, Ramboll Finland Oy, Finland; Noora Lindroos, Ramboll Finland Oy, Finland; Leena Korkiala-Tanttu, Aalto University, Finland |
| 2090 |
Experimental Study on the Bending Failure Properties of Cement-Treated Soil |
Tsutomu Namikawa, Shibaura Institute of Technology, Japan; Takeru Fukaya, Shibaura Institute of Technology, Japan |
| 2091 |
Deep Mixing Column Group Reinforcement by a Shallow Mixing Layer beneath an Embankment |
Binh T. T. Nguyen, Tokyo Institute of Technology, Japan; Tomohide Takeyama, Tokyo Institute of Technology, Japan; Masaki Kitazume, Tokyo Institute of Technology, Japan |
| 2092 |
Three Deep Mixing Projects: Comparison between Laboratory and Field Test Results |
Alessandro Bertero, Trevi Spa, Italy; Carlos Morales, TREVIICOS, United States; Filippo Maria Leoni, TREVIICOS, United States; George Filz, Ph.D., P.E., Virginia Tech, United States |
| 2093 |
Characteristics of Strength Development of Fiber-Reinforced and Cement Improved Soft Clay of Shanghai |
Mu Chen, Shanghai Jiao Tong University, China; Shui-Long Shen, Shanghai Jiao Tong University, China; Huai-Na Wu, Shanghai Jiao Tong University, China; Dong-Wei Hou, Shanghai Jiao Tong University, China; Ye-Shuang Xu, Shanghai Jiao Tong University, China |
| 2094 |
Laboratory Investigation of Soilcrete Created from Mekong Delta's Soils Mixed with Cement |
Hoang-Hung Tran-Nguyen, Ho Chi Minh City University of Technology, Viet Nam; Masaki Kitazume, Tokyo Institute of Technology, Japan; Hitoshi Tanaka, Tohoku University, Japan; Bao K. Le, Ho Chi Minh City University of Technology, Viet Nam; Long P. Le, Ho Chi Minh City University of Technology, Viet Nam; Chinh T. M. Ho, Ho Chi Minh City University of Technology, Viet Nam; Tien B. Nguyen, Ho Chi Minh City University of Technology, Viet Nam; Chau D. Truong, Ho Chi Minh City University of Technology, Viet Nam; Phuong A. Mai, Ho Chi Minh City University of Technology, Viet Nam; |
| 2095 |
Effect of Binder Composition on the Secondary Compression of an Artificially Stabilized Soil |
Paulo J. Venda Oliveira, University of Coimbra, Portugal; Antonio Alberto S. Correia, University of Coimbra, Portugal; Monica R. Garcia, Santarém, Portugal |
| 2096 |
Laboratory Mixing and Testing for Controlled Waste Disposal Site |
Tomohiro Yamasaki, Toyo Construction Co. Ltd., Japan |
| 2097 |
Deep Mixing in the United States: Milestones in Evolution |
Donald A. Bruce, Ph.D., D.GE., C.Eng., Geosystems, L.P., United States |
| 2098 |
Quality Control and Material Properties of Soil Cement on a Cutter Soil Mixing Project in Kitimat British Columbia |
Keith MacKay, Golder Construction, Canada; David Siddle, Golder Construction, Canada; G. A. Chapman, Golder Associates, Australia; George Filz, Ph.D., P.E., Virgina Tech, United States |
| 2099 |
Special Aspects of Constructions with Deep Mixing Systems for Infrastructures |
Rolf Katzenbach, Technische Universität Darmstadt, Germany; Steffen Leppla, Technische Universität Darmstadt, Germany; Alexandra Weidle, Technische Universität Darmstadt, Germany; Matthias Seip, Ingenieursozietät Professor Dr.-Ing. Katzenbach GmbH, Germany |
| 2100 |
Continuing Challenges Facing Quality Assurance and Quality Control for DSM Product |
P. A. Bray, Raito, Inc., United States; A. D. Miller, P. E., Raito, Inc., United States |
| 2101 |
Deep Mixing - Four Decades of Experience, Research and Development |
Masaaki Terashi, Independent Consultant, Japan; Masaki Kitazume, Tokyo Institute of Technology, Japan |
| 2102 |
Deep Dry Soil Mixing Performance and Quality Control Acceptance Criteria |
Patrick K. Wong, PKW Geosolutions Pty Ltd., Australia; Richard B. Kelly, Coffey Geotechnics Pty Ltd., Australia |
| 2103 |
Study on a Method for Determining the Proper Cover Soil Depth for Cement Ground Improvement in Cold Region |
Masahiko Yamaki, Civil Engineering Research Institute for Cold Region, Japan; Takahiro Yamanashi, Civil Engineering Research Institute for Cold Region, Japan; Hijiri Hashimoto, Civil Engineering Research Institute for Cold Region, Japan; Hirochika Hayashi, Civil Engineering Research Institute for Cold Region, Japan |
| 2104 |
Correlation between Undrained Shear Strength in Dry Deep Mixing Columns and Unimproved Soft Soil |
Stefan Larsson, KTH Royal Institute of Technology, Sweden; Jennie Kock-Larsen, Golder Associates AB, Sweden; Håkan Garin, GeoVerkstan Sverige AB, Sweden; Jan Ekström, Swedish Transport Administration, Sweden |
| 2105 |
Securing of In-Situ Cement Mixing Quality for the Expansive Soil with the 'Montmorillonite' Inclusion |
Mitsuo Nozu, Fudo Tetra Corporation, Japan; Masaru Sakakibara, Fudo Construction Inc., United States; Ngo Tuan Anh, Fudo Tetra Corporation, Japan |
| 2106 |
Soil Cement Tensile Strength and Modulus as a Function of Unconfined Compressive Strength |
Dominic Parmantier, P.E., Condon-Johnson & Associates, Inc., United States; Jason Page, P.E., Southwest Contracting Ltd., Canada |
| 2107 |
Strength Behavior of Soilcrete Improved by Cement and Metakaolin |
Qian Guo, Southeast University, China; Yongfeng Deng, Southeast University, China; Songyu Liu, Southeast University, China; Guangyin Du, Southeast University, China; Ningping Wang, Southeast University, China |
| 2108 |
Research on Strength Characteristics of Cement-Treated Soils at Construction Joints |
Kazuhiko Ueno, Penta-Ocean Construction Co., Ltd., Japan; Sachihiko Tokunaga, CDM Association, Japan; Takeo Asanuma, Toa Corporation, Japan; Yoshiyuki Morikawa, Port and Airport Research Institute, Japan; Daisuke Nakagawa, Penta-Ocean Construction Co., Ltd., Japan; Naoyuki Hanawa, Penta-Ocean Construction Co., Ltd., Japan; Tatsuo Nagatsu, Penta-Ocean Construction Co., Ltd., Japan |
| 2109 |
Upgrading of the Equipment on CDM Vessels to Accommodate Water Depth and Environmental Considerations |
Takashi Enomoto, Toyo Construction Co. Ltd., Japan |
| 2110 |
Development of Fiber-Reinforced Soil Improvement Using CSM Method |
Takao Koono, Takenaka Corporation, Japan; Toshio Yonezawa, Takenaka Corporation, Japan; Masamichi Aoki, Takenaka Corporation, Japan; Franz-Werner Gerressen, BAUER Maschinen GmbH, Germany; Helmut Florian, Bauer Maschinen GmbH, Germany; Herbert Kuh, BAUER Maschinen GmbH, Germany |
| 2111 |
Execution Examples of the Expanded Dry Jet Mixing (EX-DJM) Method |
Yosuke Hioki, Toko Geotech Coporation, Japan; Kiyotaka Ohno, Toko Geotech Coporation, Japan; Nobushige Yasuoka, Toko Geotech Coporation, Japan |
| 2112 |
Development of Equipment for the Grid-Form Deep Mixing Walls in Areas Where Space Is Limited |
Kazuo Konishi, Takenaka Civil Engineering & Construction Co., Ltd., Japan; Tatsuya Noguchi, Takenaka Civil Engineering & Construction Co., Ltd., Japan; Tadashi Chuman, The Estec Co., Ltd., Japan; Tetsuo Nasu, YBM Co., Ltd., Japan |
| 2113 |
Hybrid Energy System Installed on Deep Mixing Barge |
Kento Miyamoto, TOA Corporation, Japan; Kazuki Imamura, TOA Corporation, Japan; Takayuki Tanaka, TOA Corporation, Japan |
| 2114 |
Outline and Application Example of Deep Mixing Meeting High Quality and High Efficiency-Execution |
Shoji Morihana, Fudo Tetra, Japan; Kenji Harada, Fudo Tetra, Japan; Akihiko Suzuki, Fudo Tetra, Japan; Shigeo Tanabe, Fudo Tetra, Japan; Hidekatsu Takeuchi, Fudo Tetra, Japan; Masaru Sakakibara, Fudo Construction Inc., United States |
| 2115 |
Practice to Reduce Ground Displacement in Deep Mixing Work |
Arashi Shimano, Sanshin Corporation, Jersey; Kozo Takeda, Sanshin Corporation, Japan |
| 2116 |
Application of the Cement Deep Mixing Method for Shallow Water Areas Using CDM-FLOAT Technique |
Hirofumi Taguchi, TOA Corporation, Japan; Takeo Asanuma, TOA Corporation, Japan; Yosuke Tanaka, TOA Corporation, Japan; Yasuhiro Ootsuka, TOA Corporation, Japan; Sachihiko Tokunaga, TOA Corporation, Japan |
| 2117 |
The Development and State of Practice of Cutter Soil Mixing in North America - The First 10 Years |
Brian Wilson, Pacific Ground Engineering., Canada; Franz-Werner Gerressen, BAUER Maschinen GmbH, Germany |
| 2118 |
Deep Stabilisation in Sulphide Soil for Embankments in Sweden - Laboratory and Field Studies |
Mattias Andersson, Swedish Geotechnical Institute, Sweden; Yvonne Rogbeck, Swedish Geotehnical Institute, Sweden; Bo Westerberg, Swedish Geotehnical Institute, Sweden |
| 2119 |
The Use of DSM Columns to Control Heavy Haul Railway Embankment Stability |
Ben Dening, GHD, Australia; Bryn Thomas, GHD, Australia; Kim Chan, GHD, Australia |
| 2120 |
The Design of a Partial Depth Cement Deep Mixing (CDM) Foundation for an Immersed Tunnel |
P. Jackson, COWI A/S, Denmark; J. S. Lee, Daewoo E&C, Korea, Republic of; K. R. Massarsch, Geo Risk & Vibration Scandinavia AB, Sweden |
| 2121 |
Deep Soil Mixing Trials at Porto Alegre Airport, Brazil |
A. Ortigão, Terratek, Brazil; E. Falk, Keller, Germany; M. Felix, Keller, Brazil; T. Koehler, Keller, Brazil |
| 2122 |
Case Histories of Arch Action Low Improvement Ratio Cement Column Method (ALiCC Method) |
Masuo Kondoh, Public Works Research Institute, Japan; Hiroaki Miyatake, Public Works Research Institute, Japan; Jun Ohbayashi, Fudo Tetra Co. Ltd., Japan; Naotoshi Shinkawa, Fudo Tetra Co. Ltd., Japan; Yoshiyuki Yagiura, Kiso-Jiban Consultants Co. Ltd., Japan |
| 2123 |
Soil Mixing Treatment of Marginal Soil for Railway Construction and Maintenance |
Charles M. Wilk, ALLU Group Inc., United States |
| 2124 |
Improvements to Commonly Used Cutoff Wall Specifications |
Michael N. Kynett, P.E., United States Army Corps of Engineers, United States; Khaled Chowdhury, P.E., G.E., AECOM, United States; Richard Millet, P.E., G.E., AECOM, United States; Mary Perlea, P.E., United States Army Corps of Engineers, United States; Francke Walberg, P.E., AECOM, United States |
| 2125 |
Outline and Execution Control System of Dry Jet Mixing (DJM) Method |
Shigetoyo Yasui, Japan Construction Method and Machinery Research Institute, Japan; Keisuke Tsujimoto, Kobelco Cranes Co., Ltd., Japan; Masahiro Saitou, Onoda Chemico Co., Ltd., Japan; Nobushige Yasuoka, Dry Jet Mixing Method Association, Japan |
| 2126 |
Critique of Specifications for Deep Mixing |
Peter R. Cali, Sea Level Engineering, LLC, United States; George Filz, Ph.D., P.E., Virginia Tech, United States |
| 2127 |
Measurements of CDSM Strengths and Seepage Data Following Seismic Upgrades of San Pablo Dam |
Robert C. Kirby, G.E., Terra Engineers, United States; Sean M. Todaro, G.E., East Bay Municipal Utility District, United States; Atta B. Yiadom, G.E., East Bay Municipal Utility District, United States; A. David Miller, P. E., Raito, Inc., United States |
| 2128 |
Performance of Cement Deep Mixing Method in 2011 Tohoku Earthquake |
Sachihiko Tokunaga, CDM Association, Japan; Masaki Kitazume, Tokyo Institute of Technology, Japan; Yoshiyuki Morikawa, Port and Airport Research Institute, Japan; Hidenori Takahashi, Port and Airport Research Institute, Japan; Tatsuo Nagatsu, Penta-Ocean Construction Co., Ltd., CDM Association, Japan; Nobuhiro Honda, Shimizu Corporation, CDM Association, Japan; Tsuneyasu Onishi, Takenaka Civil Engineering & Construction Co., Ltd., CDM Association, Japan; Takeo Asanuma, Toa Corporation, CDM Association, Japan; Shigeru Kubo, Toyo Construction, CDM Association, Japan; Shoji Higashi, Fudo Tetra Corporation, CDM Association, Japan |
| 2129 |
Recent Advantages of CDM-LODIC Method (Low Displacement and Control Method) |
Kazuyoshi Kamimura, Shimizu Corporation, Japan; Naoya Matayoshi, Tenox Corporation, Japan; Tsuyoshi Takahashi, Aomi Construction Co., Ltd., Japan; Yuji Yamashita, Fudo Tetra Corporation, Japan |