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  • Bücher  (27)
  • Singapore :Springer Nature Singapore :  (27)
  • Englisch  (27)
  • Niederländisch
  • 624.151  (27)
  • 1
    Online-Ressource
    Online-Ressource
    Failure Mechanism and Stability Analysis of Rock Slope : New Insight and Methods (2020)
    Singapore :Springer Nature Singapore :
    Details
    Schlagwort(e): Geotechnical engineering. ; Natural disasters. ; Engineering geology. ; Geotechnical Engineering and Applied Earth Sciences. ; Natural Hazards. ; Geoengineering.
    Beschreibung / Inhaltsverzeichnis: Introduction -- Part I Experimental Studies on Compression-Shear Failure Mechanism of Rock Mass -- Joint Surface Morphology and Shear Behavior -- Influence of Flaw Inclination on Shear Fracturing and Fractal Behavior -- Influence of Flaw Density on Shear Fracturing and Fractal Behavior -- Part II Failure Mechanism and Stability Analysis of Heavily Fractured Rock Slope -- Method for Determining Strength Parameters of Heavily Fractured Rock Mass -- Kinematical Element Method -- Integrated Karst Cave Stochastic Model-Limit Equilibrium Method -- Strain-Softening Behavior and Strength Reduction Method -- Three-dimensional Effects -- Part III Failure Mechanism and Stability Analysis of Rock Slope Controlled by Major Geological Discontinuities -- Joint Element and Displacement Discontinuity Method -- Discontinuity Kinematical Element Method -- Joint Element and Strength Reduction Method -- Fracture Mechanics Method.
    Kurzfassung: This book presents in-depth coverage of laboratory experiments, theories, modeling techniques, and practices for the analysis and design of rock slopes in complex geological settings. It addresses new concepts in connection with the kinematical element method, discontinuity kinematical element method, integrated karst cave stochastic model-limit equilibrium method, improved strength reduction method, and fracture mechanics method, taking into account the relevant geological features. The book is chiefly intended as a reference guide for geotechnical engineering and engineering geology professionals, and as a textbook for related graduate courses. .
    Materialart: Online-Ressource
    Seiten: XXVI, 248 p. 203 illus., 96 illus. in color. , online resource.
    Ausgabe: 1st ed. 2020.
    ISBN: 9789811557439
    URL: https://doi.org/10.1007/978-981-15-5743-9
    DOI: 10.1007/978-981-15-5743-9
    DDC: 624.151
    Sprache: Englisch
    Standort Signatur Erwartet Verfügbarkeit
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  • 2
    Online-Ressource
    Online-Ressource
    Numerical Modeling of Soil Constitutive Relationship (2021)
    Singapore :Springer Nature Singapore :
    Details
    Schlagwort(e): Geotechnical engineering. ; Mathematical models. ; Mechanical engineering. ; Geotechnical Engineering and Applied Earth Sciences. ; Mathematical Modeling and Industrial Mathematics. ; Mechanical Engineering.
    Beschreibung / Inhaltsverzeichnis: Introduction -- The constitutive relationship of rock and soil and its influencing factors -- Numerical Modeling Methods -- Triaxial test and numerical modeling of expansive soil -- Soil triaxial test and numerical modeling -- Triaxial test and numerical modeling of clay -- Influence of stress path and stress history on the constitutive relation -- Content induction and research prospects.
    Kurzfassung: This book adopts numerical method to model soil constitutive relationship while it abandons the traditional idea of looking for plastic potential as the only way to model. Firstly, the triaxial compression tests of expansive soil, sand and clay under different stress paths are introduced; then the elastoplastic constitutive equations of expansive soil, sand and clay under various stress paths are established by numerical modeling method; finally, the constitutive equations are embedded in the finite element program and verified by comparing the finite element calculation results of the triaxial test soil samples with the corresponding test results. The modeling obtains high accuracy.
    Materialart: Online-Ressource
    Seiten: XVI, 185 p. 84 illus., 22 illus. in color. , online resource.
    Ausgabe: 1st ed. 2021.
    ISBN: 9789811632310
    URL: https://doi.org/10.1007/978-981-16-3231-0
    DOI: 10.1007/978-981-16-3231-0
    DDC: 624.151
    Sprache: Englisch
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  • 3
    Online-Ressource
    Online-Ressource
    Influence of Shield Tunneling on Adjacent Structures and Control Technology (2023)
    Singapore :Springer Nature Singapore :
    Details
    Schlagwort(e): Geotechnical engineering. ; Buildings Repair and reconstruction. ; Buildings Maintenance. ; Construction industry Management. ; Geotechnical Engineering and Applied Earth Sciences. ; Building Repair and Maintenance. ; Construction Management.
    Beschreibung / Inhaltsverzeichnis: Introduction -- Measurement and Analysis of Ground Settlement of Shield Tunneling Adjacent to Different Foundation Buildings -- Calculation of Soil Deformation Caused by Shield Tunneling -- Studies the Influence of Longitudinal Tunneling of Shield on Adjacent Shallow Foundation Buildings -- Research on the Influence of Shield Longitudinal Excavation Adjacent to Short Pile Foundation Buildings -- Research on the Influence of Double-line Shield tunneling Adjacent to Buildings and Control Standards -- Prediction of Lateral Ground Settlement Caused by Shield Tunneling Adjacent to Buildings -- Construction Control Technology of Shield Tunneling Adjacent to Structures.
    Kurzfassung: This book introduces the synergy theory model to analyze the calculation results of the soil deformation and the lateral displacement law caused by the longitudinal shield tunneling based on in-depth scientific research and engineering practice on deformation of structures caused by shield tunneling. The influence of shield tunneling on different adjacent foundation buildings was studied, and the deformation law and internal force distribution law of the structures were obtained. It aims to help practitioners in understanding the mechanism, predictive analysis method, and corresponding control technology of the influence of surrounding structures’ deformation caused by shield tunneling.
    Materialart: Online-Ressource
    Seiten: XV, 247 p. 191 illus., 92 illus. in color. , online resource.
    Ausgabe: 1st ed. 2023.
    ISBN: 9789811911347
    URL: https://doi.org/10.1007/978-981-19-1134-7
    DOI: 10.1007/978-981-19-1134-7
    DDC: 624.151
    Sprache: Englisch
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  • 4
    Online-Ressource
    Online-Ressource
    Slope Stochastic Dynamics (2022)
    Singapore :Springer Nature Singapore :
    Details
    Schlagwort(e): Geotechnical engineering. ; Natural disasters. ; Engineering design. ; Civil engineering. ; Sustainability. ; Geotechnical Engineering and Applied Earth Sciences. ; Natural Hazards. ; Engineering Design. ; Civil Engineering. ; Sustainability.
    Kurzfassung: This book provides a new framework for analysis of slope nonlinear stochastic seismic dynamic response based on the new theoretical tool of stochastic dynamics. The coupling effects of uncertainty of geological parameters, strong dynamic nonlinearity, and randomness of ground motion are considered in the process of the seismic dynamic stability assessment of slope. In this book, an intensity frequency non-stationary stochastic ground motion model based on time-domain stochastic process description is preliminarily established to characterize the randomness of earthquakes. The spatial distribution random field model of geotechnical parameters is established to describe the time-space variability of geotechnical parameters. Based on the basic theory of stochastic dynamics, the seismic stability performance evaluation method of slope is established. The slope seismic dynamic model test based on large complex shaking table is performed to verify and modify the proposed framework and method. This book sheds new light on the development of nonlinear seismic stochastic dynamics and seismic design of slope engineering. .
    Materialart: Online-Ressource
    Seiten: XXII, 155 p. 86 illus., 79 illus. in color. , online resource.
    Ausgabe: 1st ed. 2022.
    ISBN: 9789811696978
    URL: https://doi.org/10.1007/978-981-16-9697-8
    DOI: 10.1007/978-981-16-9697-8
    DDC: 624.151
    Sprache: Englisch
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  • 5
    Online-Ressource
    Online-Ressource
    Adaptive Analysis of Damage and Fracture in Rock with Multiphysical Fields Coupling (2021)
    Singapore :Springer Nature Singapore :
    Details
    Schlagwort(e): Geotechnical engineering. ; Engineering mathematics. ; Engineering Data processing. ; Geotechnical Engineering and Applied Earth Sciences. ; Mathematical and Computational Engineering Applications.
    Beschreibung / Inhaltsverzeichnis: Introduction -- Finite element algorithm for continuum damage evolution of rock considering hydro-mechanical coupling -- Finite element analysis for continuum damage evolution and wellbore stability of transversely isotropic rock considering hydro-mechanical coupling -- Finite element analysis for continuum damage evolution and inclined wellbore stability of transversely isotropic rock considering hydro-mechanical-chemical coupling. .
    Kurzfassung: This book mainly focuses on the adaptive analysis of damage and fracture in rock, taking into account multiphysical fields coupling (thermal, hydro, mechanical, and chemical fields). This type of coupling is a crucial aspect in practical engineering for e.g. coal mining, oil and gas exploration, and civil engineering. However, understanding the influencing mechanisms and preventing the disasters resulting from damage and fracture evolution in rocks require high-precision and reliable solutions. This book proposes adaptive numerical algorithms and simulation analysis methods that offer significant advantages in terms of accuracy and reliability. It helps readers understand these innovative methods quickly and easily. The content consists of: (1) a finite element algorithm for modeling the continuum damage evolution in rocks, (2) adaptive finite element analysis for continuum damage evolution and determining the wellbore stability of transversely isotropic rock, (3) an adaptive finite element algorithm for damage detection in non-uniform Euler–Bernoulli beams with multiple cracks, using natural frequencies, (4) adaptive finite element–discrete element analysis for determining multistage hydrofracturing in naturally fractured reservoirs, (5) adaptive finite element–discrete element analysis for multistage supercritical CO2 fracturing and microseismic modeling, and (6) an adaptive finite element–discrete element–finite volume algorithm for 3D multiscale propagation of hydraulic fracture networks, taking into account hydro-mechanical coupling. Given its scope, the book offers a valuable reference guide for researchers, postgraduates and undergraduates majoring in engineering mechanics, mining engineering, geotechnical engineering, and geological engineering. .
    Materialart: Online-Ressource
    Seiten: XI, 196 p. 117 illus., 88 illus. in color. , online resource.
    Ausgabe: 1st ed. 2021.
    ISBN: 9789811571978
    URL: https://doi.org/10.1007/978-981-15-7197-8
    DOI: 10.1007/978-981-15-7197-8
    DDC: 624.151
    Sprache: Englisch
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  • 6
    Online-Ressource
    Online-Ressource
    Hazard-causing System and Assessment of Water and Mud Inrush in Tunnel (2023)
    Singapore :Springer Nature Singapore :
    Details
    Schlagwort(e): Geotechnical engineering. ; Engineering geology. ; Natural disasters. ; Environmental management. ; Geotechnical Engineering and Applied Earth Sciences. ; Geoengineering. ; Natural Hazards. ; Environmental Management.
    Beschreibung / Inhaltsverzeichnis: Foreword -- Chapter 1 Introduction -- Chapter 2 Classification and geological identification of hazard-causing system for water and mud inrush in tunnel -- Chapter 3 Typical cases and analysis of water and mud inrush in tunnel -- Chapter 4 Route selection of tunnel in karst area -- Chapter 5 Interval dynamic risk assessment of water and mud rush in tunnel construction -- Chapter 6 Resistance body assessment method against water and mud inrush in tunnel -- Chapter 7 Identification method of water and mud inrush hazard-causing system in tunnel -- Chapter 8 Dynamic management and analysis platform of water and mud inrush cases in tunnel -- References -- Appendix.
    Kurzfassung: This book is composed of eight chapters, introducing the authors’ research and application achievements in the hazard-causing system and disaster evaluation of water and mud inrush in tunnels over the past 10 years. Through a large number of case studies and analysis, and on the basis of existing research, this book puts forward 3 categories and 11 types of tunnel water and mud inrush hazard-causing systems and 4 typical water and mud inrush disaster-forming modes. The authors carefully study the typical cases of tunnel water and mud inrush hazard-causing system, discuss the types of karst water system, structural characteristics, macro-geological identification, engineering identification, karst tunnel route selection principles and evaluation methods in detail, and then develop a dynamic evaluation method of tunnel water and mud inrush construction risk interval and an evaluation method for the resistance body. Ultimately, the authors put forward a systematic identification method of tunnel water and mud inrush disaster, which integrates geological identification, geophysical exploration identification, and drilling identification, and construct a dynamic management and analysis platform for tunnel water and mud inrush cases. This book is used as a reference book for teachers, graduate students, and undergraduates in colleges and universities of civil engineering, transportation, water conservancy and hydropower, mining, geology, etc., and also as a reference for technicians in related engineering fields.
    Materialart: Online-Ressource
    Seiten: XIII, 408 p. 114 illus., 104 illus. in color. , online resource.
    Ausgabe: 1st ed. 2023.
    ISBN: 9789811995231
    URL: https://doi.org/10.1007/978-981-19-9523-1
    DOI: 10.1007/978-981-19-9523-1
    DDC: 624.151
    Sprache: Englisch
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  • 7
    Online-Ressource
    Online-Ressource
    Full-Scale Field Tests of Different Types of Piles : Project-Based Study (2021)
    Singapore :Springer Nature Singapore :
    Details
    Schlagwort(e): Geotechnical engineering. ; Civil engineering. ; Engineering geology. ; Buildings Design and construction. ; Engineering design. ; Geotechnical Engineering and Applied Earth Sciences. ; Civil Engineering. ; Geoengineering. ; Building Construction and Design. ; Engineering Design.
    Beschreibung / Inhaltsverzeichnis: Introduction -- General Principles and Practices -- Field Tests of Post Grouted Concrete Piles -- Field Tests of Precast Concrete Piles -- Field Tests of Composite Piles -- Field Tests of Super-long and Large Diameter Piles -- Piles under Ultimate Loads -- Capacity and Settlement Analysis -- Conclusions and Recommendations.
    Kurzfassung: This book provides full-scale field tests of different types of pile foundations. For the testing, it includes static load tests which consider various loading orientations, dynamic load tests, inclinometer monitoring and tests that aim to determine the load transfer mechanism of pile foundation. This book also covers the up-to-date popular topic with detailed project studies. This includes the academic investigation of post-grouting technology effect on drilled shaft piles, the research of displacement and non-displacement precast pile foundation, the study of fiber-reinforced polymer material used in the geo-technical environment such as deep excavation pit in tunneling project, and the research of super-long and large diameter pile foundations. These investigations provide essential and academic information for researchers as well as engineers in role of Civil and Geotech. Not only the different types of the piles are studied, but also the relevant theory and literatures are reviewed. In this book, the diagrams are plotted in an easy way and the explanation of the diagrams and tables are described in detail. The research methods corresponding to the practical projects are detailed as well. Hence, it is useful as a reference for the students and researchers in civil and geotechnical engineering.
    Materialart: Online-Ressource
    Seiten: XXVI, 272 p. 265 illus., 110 illus. in color. , online resource.
    Ausgabe: 1st ed. 2021.
    ISBN: 9789813361836
    Serie: Advanced Topics in Science and Technology in China, 62
    URL: https://doi.org/10.1007/978-981-33-6183-6
    DOI: 10.1007/978-981-33-6183-6
    DDC: 624.151
    Sprache: Englisch
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  • 8
    Online-Ressource
    Online-Ressource
    China Highway Canyon Bridges (2022)
    Singapore :Springer Nature Singapore :
    Details
    Schlagwort(e): Geotechnical engineering. ; Geography. ; Geotechnical Engineering and Applied Earth Sciences. ; Regional Geography. ; Geography.
    Beschreibung / Inhaltsverzeichnis: Research on Highway Canyon Bridges in China -- Suspension Bridges -- Cable-stayed Bridges -- Arch Bridges -- Girder Bridges.
    Kurzfassung: This book presents 108 canyon bridges that best represent the highest level of bridge construction in China and is divided into four chapters including suspension bridge, cable-stayed bridge, arch bridge and beam bridge. It introduces the definition of canyon bridge for the first time and gives an overview of each bridge's structural characteristics, design and construction techniques, as well as management and maintenance measures. Furthermore, this book provides elevation layout drawings and real view pictures. Chinese version of this book was awarded “Fan Lichu Book Prize” by Bridge and Structure Committee of China Civil Engineering Society in August 2020. It is the first book accounting of canyon bridges and appeals to a wide readership, from bridge designers and engineers to the general public who has interests to learn bridge construction in mountainous areas.
    Materialart: Online-Ressource
    Seiten: XI, 218 p. 247 illus., 137 illus. in color. , online resource.
    Ausgabe: 1st ed. 2022.
    ISBN: 9789811644313
    URL: https://doi.org/10.1007/978-981-16-4431-3
    DOI: 10.1007/978-981-16-4431-3
    DDC: 624.151
    Sprache: Englisch
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  • 9
    Online-Ressource
    Online-Ressource
    Guidelines for Probabilistic Performance-Based Seismic Design and Assessment of Slope Engineering (2023)
    Singapore :Springer Nature Singapore :
    Details
    Schlagwort(e): Geotechnical engineering. ; Natural disasters. ; Engineering design. ; Engineering geology. ; Sustainability. ; Geotechnical Engineering and Applied Earth Sciences. ; Natural Hazards. ; Engineering Design. ; Geoengineering. ; Sustainability.
    Beschreibung / Inhaltsverzeichnis: Introduction -- Terms and Notations -- Performance-based Seismic Design of Slope -- Seismic Ground Motion Excitations for Slope Seismic Dynamic Performance Design and Assessment -- Deterministic Analysis Methods for Slope Seismic Dynamic Response -- Probabilistic Performance-based Seismic Design and Assessment for Slope Engineering -- Case Study -- Conclusions and Prospects.
    Kurzfassung: This book provides a new design and evaluation framework based on slope Stochastic Dynamics theory to probabilistic seismic performance for slope engineering. For the seismic dynamic stability safety of slope, it shifts from deterministic seismic dynamic analysis to quantitative analysis based on nonlinear stochastic dynamics, that is, from qualitative to the description of stochasticity of earthquake excitation that meet the needs in related design specification and establish a performance standard. In the nonlinear dynamic time history analysis of slope subjected to seismic ground motion, the term “randomness” is used to express the uncertainty in the intensity and frequency of earthquake excitation for slope engineering dynamic seismic performance. It mainly includes seismic design fortification standard, corresponding ground motion excitation, performance index threshold, and slope deterministic nonlinear seismic dynamic response. Even more than that, the seismic dynamic large deformation approaches of the whole process and comprehensive analysis for flow analysis after slope instability failure. Eventually, the probabilistic seismic dynamic performance of the slope engineering will be characterized by nonlinear dynamic reliability.
    Materialart: Online-Ressource
    Seiten: XVII, 134 p. 51 illus., 46 illus. in color. , online resource.
    Ausgabe: 1st ed. 2023.
    ISBN: 9789811991837
    URL: https://doi.org/10.1007/978-981-19-9183-7
    DOI: 10.1007/978-981-19-9183-7
    DDC: 624.151
    Sprache: Englisch
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  • 10
    Online-Ressource
    Online-Ressource
    Key Technologies for Safety Construction of Mined Subsea Tunnels (2023)
    Singapore :Springer Nature Singapore :
    Details
    Schlagwort(e): Geotechnical engineering. ; Underground construction. ; Geotechnical Engineering and Applied Earth Sciences. ; Underground Engineering and Tunnel Construction.
    Beschreibung / Inhaltsverzeichnis: 1. Introduction -- Risk control system for subsea tunnels -- 3. Composite grouting technology and its application -- 4. Water inrush mechanism and evolution characteristics -- 5. Process control theory of construction safety -- 6. Active controlled waterproof-drainage system and its design method.
    Kurzfassung: This book puts forward a technological system for the construction of subsea tunnel using drilling and blasting method. Taking the water-induced disaster as the core risk, the safety guarantee system for large cross-sectional subsea tunnels is established. The composite grouting technology referred to ground reinforcement and water plugging is established, which breaks through the technical bottleneck of subsea tunnel construction in highly permeable strata. The process control theory based on water inrush mechanism is created, which gets rid of the over-dependence on engineering experience for disaster control of submarine tunnel. An active control waterproof drainage system based on the synergy of reinforcement ring and support system is invented to solve the contradiction between the control of water displacement and water pressure. The above-mentioned achievements have been successfully applied in the first three large cross-sectional subsea tunnels in China, and have played a key role in the construction safety. The proposed technological system can improve the overall construction level of subsea tunnel, which can provide reference for the design and construction of subsea tunnels, especially for those crossing through weakness zones.
    Materialart: Online-Ressource
    Seiten: XVI, 405 p. 265 illus., 209 illus. in color. , online resource.
    Ausgabe: 1st ed. 2023.
    ISBN: 9789811987533
    URL: https://doi.org/10.1007/978-981-19-8753-3
    DOI: 10.1007/978-981-19-8753-3
    DDC: 624.151
    Sprache: Englisch
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