WorldCat Identities

Zhang, Xiong 1971-

Overview
Works: 13 works in 56 publications in 2 languages and 2,208 library holdings
Genres: Conference papers and proceedings  Academic theses  Festschriften 
Roles: Editor, Author
Classifications: TE200, 624.15136
Publication Timeline
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Most widely held works by Xiong Zhang
Experimental and applied modeling of unsaturated soils : proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China by Laureano R Hoyos( )

13 editions published between 2010 and 2014 in English and held by 677 WorldCat member libraries worldwide

"Proceedings of sessions of GeoShanghai 2010, held in Shanghai, China, June 3-5, 2010. Hosted by Tongji University, China; Shanghai Society of Civil Engineering, China; Chinese Institution of Soil Mechanics and Geotechnical Engineering, China. In cooperation with Alaska University Transportation Center, USA; Geo-Institute of ASCE, USA; Deep Foundation Institute, USA; East China Architectural Design and Research Institute Company, China; Georgia Institute of Technology, USA; Nagoya Institute of Technology, Japan; Transportation Research Board, USA; University of Newcastle, Australia; University of Illinois at Urbana-Champaign, USA; University of Kansas, USA; University of Tennessee, USA; Vienna University of Natural Resources and Applied Life Sciences, Austria
Characterization, modeling, and performance of geomaterials : selected papers from the 2009 GeoHunan International Conference, August 3-6, 2009, Changsha, Hunan, China( )

11 editions published in 2009 in English and Undetermined and held by 597 WorldCat member libraries worldwide

Characterization, Modeling, and Performance of Geomaterials contains 27 peer-reviewed papers presented at the GeoHunan International Conference, Challenges and Recent Advances in Pavement Technologies and Transportation Geotechnics, which took place in Changsha, Hunan, China, from August 3 to 6, 2009. This Geotechnical Special Publication showcases recent developments and advancements in geotechnical and pavement engineering, adn offers insights into future directions for geoengineering in the 21st century. This proceedings examines innovations in design and construction techniques for professionals in pavement, geotechnical, geoenvironmental, and geomechanical disciplines. The topics analyzed in this volume include: advances in unsaturated soil, seepage, and environmental geotechnics, geosynthetics, geo-environmental engineering, NDT testing of infrastructure materials, and bridge approach embankment. Hunan, on of the largest commercial provinces in China, is rapidly developing into a modern epicenter of international finance and trade. Recent construction in many parts of China has provided geotechnical and pavement engineers with great opportunities for creating cutting-edge solutions to problems involving highway pavements, materials, foundations, ground improvement, slopes, excavations, and tunnels
Innovative materials and design for sustainable transportation infrastructure : selected papers from the International Symposium on Systematic Approaches to Environmental Sustainability in Transportation by Sheng Zhao( )

7 editions published in 2015 in English and held by 541 WorldCat member libraries worldwide

Selected papers presented at the International Symposium on Systematic Approaches to Environmental Sustainability in Transportation held in Fairbanks, Alaska, August 2-5, 2015. Sponsored by the Construction Institute of ASCE. Innovative Materials and Design for Sustainable Transportation Infrastructure contains 37 peer-reviewed papers on innovations and advances in sustainable pavement materials. Topics include: asphalt and concrete pavement; recycled and reusable materials; geo-materials; soil stabilization; ground improvement; and sustainable design in underground spaces. This collection will be of interest to practitioners and researchers in transportation and infrastructure construction
Climatic effects on pavement and geotechnical infrastructure : proceedings of the International Symposium of Climatic Effects on Pavement and Geotechnical Infrastructure 2013, August 4-7, 2013, Fairbanks, Alaska by Jenny Liu( )

3 editions published in 2014 in English and held by 215 WorldCat member libraries worldwide

Proceedings of the 2013 International Symposium on Climatic Effects on Pavement and Geotechnical Infrastructure, held in Fairbanks, Alaska, August 4-7, 2013. Organized by University of Alaska (U.S.), Tongji University (China), Harbin Institute of Technology (China), Chang'An University (China), International Association of Chinese Infrastructure Professionals (IACIP), University of Tennessee (U.S.), and the Construction Institute of the American Society of Civil Engineers. This collection contains 22 peer-reviewed papers that address the impact of various climatic factors such as freeze and thaw, wet and dry cycle, rainfall, and flooding on designing, building, preserving, and maintaining transportation infrastructure. Topics include: international perspectives on climatic effects; preservation, maintenance, and operations; infrastructure materials and performance; and analysis and evaluation methods. This proceedings will be invaluable to professionals in pavement and geotechnical engineering including professors, students, design engineers, and contractors
Soil behavior and geomechanics : selected papers from the 2014 Geoshanghai international congress, Shanghai, China, 26-28 May 2014 by GeoShanghai International Conference( )

5 editions published in 2014 in English and held by 68 WorldCat member libraries worldwide

The material point method : a continuum-based particle method for extreme loading cases by Xiong Zhang( )

4 editions published between 2015 and 2017 in English and held by 52 WorldCat member libraries worldwide

Front Cover -- The Material Point Method -- Copyright -- Dedication -- Contents -- About the Authors -- Preface -- 1 Introduction -- 1.1 Lagrangian Methods -- 1.2 Eulerian Methods -- 1.3 Hybrid Methods -- 1.3.1 Arbitrary Eulerian-Lagrangian Method and Its Variations -- 1.3.2 Particle-In-Cell Method and Its Variations -- 1.3.3 Material Point Method -- 1.4 Meshfree Methods -- 2 Governing Equations -- 2.1 Description of Motion -- 2.2 Deformation Gradient -- 2.3 Rate of Deformation -- 2.4 Cauchy Stress -- 2.5 Jaumann Stress Rate -- 2.6 Updated Lagrangian Formulation
Innovations in geotechnical engineering : honoring Jean-Louis Briaud : selected papers from sessions of the International Foundation Congress and Equipment Expo 2018 : Orlando, Florida, USA, 5-10 March 2018 by International Foundation Congress and Equipment Expo( )

1 edition published in 2018 in English and held by 31 WorldCat member libraries worldwide

GSP 299 contains 30 peer-reviewed papers on innovations in geotechnical engineering in honor of Jean-Louis Briaud, Ph.D., P.E. The papers describe a broad range of recent innovations in soil mechanics; modeling, testing, and risk analysis; scour and erosion; and foundation engineering
Tu mu gong cheng cai liao( Book )

4 editions published between 2003 and 2013 in Chinese and held by 8 WorldCat member libraries worldwide

Ben shu jie shao le tu mu gong cheng cai liao de ji ben xing zhi, Gang cai he lü he jin, Mu cai, Qi ying xing wu ji jiao ning cai liao, Shui ni, Hun ning tu, Jian zhu sha jiang, Gao fen zi jian zhu cai liao, Li qing yu li qing hun he liao, Jian zhu gong neng cai liao deng nei rong
Qiandongnan fang yan di li xue yan jiu by Guisheng Wang( Book )

2 editions published between 2014 and 2015 in Chinese and held by 7 WorldCat member libraries worldwide

Ben shu wei jiao yu bu ke yan ke ti. Zuo zhe tong guo da liang shi di diao cha, zai zhang wo Qiandongnan ge di fang yan shu ju de ji chu shang, dui Qiandongnan fang yan de li shi yan ge, bei jing, fang yan fen bu zhuang kuang, ge di fang yan te dian yi tong, xiang hu ying xiang, Qiandongnan fang yan de min zu yu yan xue yi yi, fa zhan qu shi deng zuo liao quan fang wei de fen xi. Shu zhong da liang de fang yan di li tu ji qi jie du, zhi guan zhan xian liao Qiandongnan fang yan de yan bian ji guan xi
Huangtu Gaoyuan xiao za liang sheng chan yu kai fa by Xiong Zhang( Book )

2 editions published in 2007 in Chinese and held by 5 WorldCat member libraries worldwide

Experimental and Applied Modeling of Unsaturated Soils( )

2 editions published in 2010 in Undetermined and English and held by 3 WorldCat member libraries worldwide

Proceedings of sessions of GeoShanghai 2010, held in Shanghai, China, June 3-5, 2010. Hosted by Tongji University, China; Shanghai Society of Civil Engineering, China; Chinese Institution of Soil Mechanics and Geotechnical Engineering, China. In cooperation with Alaska University Transportation Center, USA; Geo-Institute of ASCE, USA; Deep Foundation Institute, USA; East China Architectural Design and Research Institute Company, China; Georgia Institute of Technology, USA; Nagoya Institute of Technology, Japan; Transportation Research Board, USA; University of Newcastle, Australia; University of Illinois at Urbana-Champaign, USA; University of Kansas, USA; University of Tennessee, USA; Vienna University of Natural Resources and Applied Life Sciences, Austria. This Geotechnical Special Publication contains 28 papers examining the most current thinking and practices involving unsaturated soils. Geotechnical and civil engineers all over the world face problems with a wide range of geosystems involving materials that remain under partially saturated conditions throughout the year. The lack of education and training among engineering graduates and practitioners to deal properly with unsaturated soil conditions has resulted in faulty or excessively conservative designs, frequent construction delays, and deficient long-term performance of built infrastructure. Over the last few decades, however, the discipline of unsaturated soil mechanics has begun to receive increasing attention worldwide, providing better explanations for soil behavioral patterns than conventional saturated soil mechanics. Papers in this proceedings address, first, general characterization and constitutive behavior, and second, applied modeling and analysis
Geo-Shanghai 2014 by GeoShanghai International Conference( Book )

1 edition published in 2014 in English and held by 3 WorldCat member libraries worldwide

Consolidation theories for saturated-unsaturated soils and numerical simulation of residential buildings on expansive soils by Xiong Zhang( )

1 edition published in 2005 in English and held by 1 WorldCat member library worldwide

The coupled and uncoupled consolidation theories for saturated-unsaturated soils have been discussed. A new method for constructing the constitutive surfaces for saturated-unsaturated soils has been proposed. The consolidation processes for saturated-unsaturated soils have been explained by thermodynamic analogue. One dimensional consolidation theory for saturated-unsaturated soils is presented and a new method is proposed to calculate the immediate settlement, total settlement and the time history of the consolidation settlement manually in the same way as what we have done for saturated soils with a higher accuracy. It makes the consolidation theory of unsaturated soils as applicable as that of saturated soils. This method can also be used to perform uncoupled two or three dimensional consolidation calculation for both expansive soils and collapsible soils. From the analysis, the equivalent effective stress and excessive pore water pressure can be easily calculated. At the same time, the physical meanings for the parameters in the constitutive laws for saturated-unsaturated are illustrated. A new set of the differential equations for the coupled two or three dimensional consolidation of saturated-unsaturated soils are proposed, together with the corresponding method to solve the differential equations. It is also proved numerically and analytically that during the consolidation process the Mandel-Cryer effect exists for unsaturated expansive soils and there is a "reverse" Mandel-Cryer effect for unsaturated collapsible soils. A new method is proposed to estimate the volume change of expansive soils. A complete system is proposed for the numerical simulation of residential buildings on expansive soils. The strength of this method lies in its use of simple and readily available historic weather data such as daily temperature, solar radiation, relative humidity, wind speed and rainfall as input. Accurate three dimensional predictions are obtained by integrating a number of different analytical and numerical techniques: different simulation methods for different boundary conditions such as tree, grass, and bare soils, coupled hydro-mechanical stress analysis to describe deformation of saturated-unsaturated soils, jointed elements simulation of soil-structure interaction, analysis of structure stress moment by general shell elements, and to assess structural damage by the smeared cracking model. The real-time and dynamic simulation results are consistent with filed measurements
 
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Characterization, modeling, and performance of geomaterials : selected papers from the 2009 GeoHunan International Conference, August 3-6, 2009, Changsha, Hunan, China
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Characterization, modeling, and performance of geomaterials : selected papers from the 2009 GeoHunan International Conference, August 3-6, 2009, Changsha, Hunan, ChinaExperimental and Applied Modeling of Unsaturated Soils
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