Advances in Civil Engineering: Structural Seismic Resistance, Monitoring and Detection

Cover
Title Page
Copyright Page
Table of contents
Preface
Committee member
Part 1. Research on geological structure and application of anti-seismic technology
Effects of a deep excavation on its surroundings in Shanghai soft ground
1 INSTRUCTION
2 PROJECT OVERVIEW
3 CHARACTERISTICS OF THE EXCAVATION
4 DESIGN AND CONSTRUCTION MEASURES
5 FIELD DATA
6 CONCLUSIONS
ACKNOWLEDGMENT
REFERENCES
Different structures contributing to wooden bridges’ weight capacity
1 INTRODUCTION
2 DESIGNATION IN STRUCTURES AND THEIR CONTRIBUTION
3 BEAM BRIDGE IN REALITY
4 OTHER SAMPLES OF BEAM BRIDGE
5 CONCLUSION
REFERENCES
Seismic analysis of Jinxing bridge inYunnanYangbi earthquake and suggestions for seismic measures
1 INTRODUCTION
2 ENGINEERING SITUATION OF THE JINXING BRIDGE
3 ANALYSIS OF SEISMIC DAMAGE AND CAUSES
4 SUGGESTIONS FOR SEISMIC MEASURES FOR THE JINXING BRIDGE
5 CONCLUSION
ACKNOWLEDGMENTS
REFERENCES
Stability reliability analysis of multi-stage slope under earthquake action
1 INTRODUCTION
2 MONTE CARLO METHOD FOR SLOPE RELIABILITY ANALYSIS
3 STATISTICAL ANALYSIS OF RANDOM VARIABLE PARAMETERS
4 ESTABLISHMENT OF SLOPE RELIABILITY CALCULATION MODEL
5 ANALYSIS OF CALCULATION RESULTS
6 CONCLUSIONS
ACKNOWLEDGMENTS
REFERENCES
Stability evaluation and protection of a highly weathered mudstone slope inYunnan
1 GENERAL INSTRUCTIONS
2 ENGINEERING GEOLOGY OF THE STUDY AREA
3 SLOPE STABILITY ANALYSIS AND EVALUATION
4 COMPREHENSIVE PROTECTION OF HIGHLY WEATHERED MUDSTONE HIGH SLOPE
5 CONCLUSION
ACKNOWLEDGMENTS
REFERENCES
Numerical simulation study on dynamic characteristics of high concrete faced sandy gravel dam
1 INTRODUCTION
2 METHODS AND MATERIALS
3 CALCULATION RESULTS AND ANALYSIS
4 CONCLUSIONS
ACKNOWLEDGMENTS
REFERENCES
Influence of bamboo-joint piles to strengthen compact screw pile composite foundation on original piles
1 INTRODUCTION
2 MODEL TEST DESIGN
3 TEST RESULTS AND ANALYSIS
4 CONCLUSION
REFERENCES
Quantitative characterization and research on the genesis of microstructure of loess particles of different strata in Luo Chuan,
1 INTRODUCTION
2 SAMPLING AND EXPERIMENT SCHEME
3 PARTICLE EQUIVALENT DIAMETER
4 PARTICLE MORPHOLOGY
5 PARTICLE ORIENTATION
6 CONCLUSION
REFERENCES
Analysis on dynamic response simulation and explosion resistance of blast-wall with masonry sandwich steel plate
1 INTRODUCTION
2 NUMERICAL ANALYSIS MODEL
3 DYNAMIC RESPONSE SIMULATION AND PERFORMANCE ANALYSIS
4 CONCLUSION
ACKNOWLEDGMENTS
REFERENCES
Study on optimization of supporting structure of carbon slate tunnel based on sensitivity analysis
1 INTRODUCTION
2 TESTING PROGRAM
3 NUMERICAL SIMULATION CALCULATION
4 CALCULATION RESULTS AND SORTING ANALYSIS
5 CONCLUSIONS AND SUGGESTIONS
REFERENCES
Study on deformation of weak surrounding rock based on forward inversion analysis
1 INTRODUCTION
2 NUMERICAL SIMULATION ANALYSIS OF TUNNEL BASED ON MEASURED DATA
3 INVERSION ANALYSIS OF SURROUNDING ROCK PARAMETERS
4 CONCLUSION
REFERENCES
Seismic performance of infilled wall-steel frame structure
1 INTRODUCTION
2 THE ROLE AND IMPORTANCE OF SEISMIC DESIGN
3 EXPERIMENTAL STUDIES ON SEISMIC PERFORMANCE OF THE INFILLEDWALL-FRAME SYSTEM
4 SIMPLIFIED CALCULATION MODELS OF SEISMIC PERFORMANCE OF INFILLEDWALL-STEEL
5 STUDY ON FINITE ELEMENTANALYSIS METHOD OF SEISMIC PERFORMANCE OFTHE INFILLEDWALL-FRAME SYSTEM
6 CONCLUSIONS
REFERENCES
Influence of superstructure on stability of air-raid shelter and reinforcement design
1 INTRODUCTION
2 UNLOADING ARCH THEORY
3 PROJECT OVERVIEW
4 FINITE ELEMENT MODEL ESTABLISHMENT
5 CALCULATION RESULTS ANALYSIS OF AIR-RAID SHELTER DEFORMATION
6 CONCLUSIONS
ACKNOWLEDGMENTS
REFERENCES
Study on seismic performance of oil storage tank based on seismic response analysis
1 INTRODUCTION
2 MODELING
3 SEISMIC PERFORMANCE ANALYSIS OF STORAGE TANK
4 CONCLUSIONS
REFERENCES
Application of finite element strength reduction method in stability analysis of earth-rock dam slope
1 INTRODUCTION
2 FINITE ELEMENT STRENGTH REDUCTION METHOD
3 DAM SLOPE INSTABILITY CRITERIA
4 PROJECT OVERVIEW
5 APPLICATION ANALYSIS
6 CONCLUSION
REFERENCES
Seismic performance analysis of a new layered suspension structure system based on Open Sees
1 INTRODUCTION
2 MODEL ESTABLISHMENT OF A NEW LAYERED SUSPENSION STRUCTURESYSTEM
3 SELECTION OF SEISMICWAVES
5 CONCLUSION
REFERENCES
Experimental study on static stability of tailings dam with geotextile tubes
1 INTRODUCTION
2 TAILINGS DAM MODEL TEST
3 TEST RESULTS AND ANALYSIS
4 CONCLUSION
ACKNOWLEDGMENTS
REFERENCES
Re-recognition of the characteristics of well-seismic combination in the central and western areas of Lanan
1 INTRODUCTION
2 SEISMIC IDENTIFICATION FAULT PRINCIPLE
3 WELL-SEISMIC COMBINED INTERPRETATION FAULT METHOD
4 FAULT COMBINATION METHOD
5 NEW UNDERSTANDING OF THE STRUCTURE AFTER THE COMBINATION OFWELL AND EARTHQUAKE IN THE STUDY AREA
6 CONCLUSION
REFERENCES
Influence of the type of pressure relief hole on explosion-proof performance of blast wall
1 INTRODUCTION
2 CONSTRUCTION OF FINITE ELEMENT MODEL
3 INFLUENCE LAWS OF THE TYPE OF PRESSURE RELIEF HOLES
4 CONCLUSIONS
ACKNOWLEDGMENT
REFERENCES
Microstructural changes of acid polluted laterite under soaking conditions
1 INTRODUCTION
2 MICROSTRUCTURE TEST OF ACID POLLUTED LATERRITE UNDER SOAKING CONDITIONS
3 COMPARATIVE ANALYSIS OF MIRCROSTRUCTURE IMAGES OF ACID POLLUTEDLATERITE UNDER SOAKING CONDITIONS
4 COMPARATIVE ANALYSIS OF MICROSTRUTURAL IMAGES OF POLLUTEDLATERITE AFTER ACID SOAKING
5 CONCLUSIONS
ACKNOWLEDGMENTS
REFERENCES
The impact of green space structure in Changsha on the urban heat islands
1 INTRODUCTION
2 MATERIALS AND METHODS
3 RESULTS AND ANALYSIS
4 CONCLUSION AND DISCUSSION
REFERENCES
Analyses on characteristics of microelement and rare-earth element zone of hadamengou gold deposit, Inner Mongolia
1 INTRODUCTION
2 CHARACTERISTICS OF GEOCHEMICAL ELEMENTS
3 DISCUSSIONS
4 CONCLUSION
REFERENCES
Research on optimization of deep foundation pit about excavation support scheme
1 INTRODUCTION
2 STRUCTURAL FORM ANALYSIS OF DEEP FOUNDATION PIT SUPPORT
3 ENGINEERING OVERVIEW
4 DEEP FOUNDATION PIT RETAINING PILE SCHEME DESIGN AND COST ANALYSIS
5 SIMULATE THE EXCAVATION VALUE OF DEEP FOUNDATION PIT RETAINING PILE
6 CONCLUSION
FUND PROJECT
REFERENCES
Shear strength variation of acid polluted laterite at soaking condition
1 INTRODUCTION
2 TEST SCHEME
3 SHEAR STRENGTH VARIATION OF ACID POLLUTED LATERITE AT SOAKINGCONDITION
4 CONCLUSIONS
ACKNOWLEDGMENTS
REFERENCES
Study on the influence of input ground motion on terrain effect
1 INTRODUCTION
2 CALCULATION MODEL
3 CALCULATION METHOD
4 ANALYSIS METHOD
5 ANALYSIS OF THE INFLUENCE OF DIFFERENT GROUND MOTION INPUTS ON THECALCULATION RESULTS
6 CONCLUSIONS
FUNDING
AUTHORS
REFERENCES
Stability analysis of bank slope under reservoir water variation and strong earthquake
1 INTRODUCTION
2 PROJECT OVERVIEW AND NUMERICAL SIMULATION
3 ANALYSIS ON THE INFLUENCE OF RESERVOIRWATER VARIATION ON THESTABILITY OF RESERVOIR BANK SLOPE
4 INFLUENCE OF EARTHQUAKE ON RESERVOIR BANK SLOPE
5 CONCLUSION
ACKNOWLEDGMENT
REFERENCES
Application of well seismic combination in deploying directional wells near faults
1 PREFACE
2 RECOGNITION OF GEOLOGICAL STRUCTURE BY WELL SEISMIC COMBINATION
3 ANALYSIS OF PRODUCTION CONDITIONS NEAR FAULTS
4 ANALYSIS AND EVALUATION OF PRODUCTION EFFECT OF DIRECTIONAL WELLS
5 CONCLUSION
REFERENCES
Typhoon resistance analysis of a single-story factory building with concrete bent-steel roof truss system
1 INTRODUCTION
2 DESCRIPTION OF STRUCTURAL SYSTEM
3 MAIN CALCULATION PROCESS
4 CALCULATION RESULTS AND ANALYSIS
5 CONCLUSION
REFERENCES
Intelligent comparison and selection of structural schemes of a 400m high-rise building
1 INTRODUCTION
2 PARAMETRIC DESIGN
3 THE EVALUATION STRATEGY OF THE STRUCTURAL SCHEMES
4 EVALUATION RESULTS OF THE 400M SUPER HIGH-RISE SCHEMES
5 CONCLUSION
ACKNOWLEDGMENTS
REFERENCES
Research on the stress and deformation of the support in the foundation pit
1 INTRODUCTION
2 PROJECT OVERVIEW AND GEOLOGICAL CONDITIONS
3 SIMULATION CALCULATION OF INTERNAL SUPPORT AXIAL FORCE
4 INTERNAL SUPPORT AXIAL FORCE MONITORING ON SITE
5 CONCLUSION
REFERENCES
Application analysis of isolation technology for multi-story frame structure in an upper isolation layer
1 INTRODUCTION
2 ENGINEERING SURVEY
3 ISOLATION SCHEME
4 STRUCTURAL ANALYSIS
5 CONCLUSION
REFERENCES
The analytical solutions of the maximum horizontal displacement of
the pile head in pile-anchor-support composite retaining structures for
deep and narrow foundation excavation
1 INTRODUCTION
2 DEFORMATION AND STRESS MODE OF SUPPORTING STRUCTURE
3 EARTH PRESSURE DISTRIBUTION
4 ENERGY ANALYSIS
5 VERIFIED BY AN ENGINEERING EXAMPLE
6 CONCLUSION
REFERENCES
Review and prospect of seismic isolation and energy dissipation systems
1 INTRODUCTION
2 LITERATURE REVIEW
3 AN EXPOSITION OF ISOLATION STRUCTURE AND ENERGY DISSIPATION SYSTEM
4 SAP2000 MODELLING
5 APPLICATIONS IN CIVIL ENGINEERING FIELD
6 PROSPECT
7 CONCLUSION
ACKNOWLEDGEMENT
REFERENCES
Research on optimization of seismic design of continuous rigid frame
bridges with high and low piers based on parameters of main piers and
tie beams
1 INTRODUCTION
2 RESEARCH METHODS
3 ENGINEERING BACKGROUND AND ESTABLISHMENT OF BRIDGE FINITEELEMENT MODEL
4 INFLUENCE OF MAIN PIER AND TRANSVERSE BEAM PARAMETERS ONNATURAL VIBRATION CHARACTERISTICS OF BRIDGES
5 INFLUENCE OF MAIN PIER AND TRANSVERSE BEAM PARAMETERS ON SEISMICRESPONSE OF BRIDGE
6 SEISMIC PERFORMANCE OPTIMIZATION OF POSITION PARAMETERS OF UPPERAND LOWER CROSS TIE BEAMS
7 CONCLUSION
ACKNOWLEDGMENTS
REFERENCES
Spatial variability analysis of physical and mechanical indexes of loess
1 INTRODUCTION
2 RANDOM FIELD THEORY AND SEMI-VARIOGRAM
3 SPATIAL VARIABILITY ANALYSIS OF LOESS
4 CALCULATION OF COLLAPSE VALUE BASED ON SPATIAL VARIABILITY
5 CONCLUSION
REFERENCES
Seismic design and analysis of twin towers with vibration absorbers
1 INTRODUCTION
2 OVERALL DESIGN
3 VIBRATION ABSORBER STRUCTURE DESIGN
4 DISCUSSION
5 CONCLUSION
REFERENCES
Numerical analysis of immersion influence on bearing capacity of pile foundation in loess area
1 INTRODUCTION
2 SITE ENGINEERING CONDITIONS AND ANALYSIS CONDITIONS
3 NUMERICAL ANALYSIS METHOD
4 RESULT ANALYSIS
5 CONCLUSION
REFERENCES
Experimental study on dynamic consolidation method to improve saturated soft soil foundation
1 INTRODUCTION
2 DYNAMIC COMPACTION TEST DESIGN
3 EFFECT AND ANALYSIS OF DYNAMIC COMPACTION
4 CONCLUSION
REFERENCES
Study on the reaction mechanism and application trend of geopolymer concrete
1 INTRODUCTION
2 ANALYSIS OF THE CURRENT STATUS OF RESEARCH ON GEOPOLYMERCONCRETE
3 THE MAIN REACTION MECHANISM OF GEOPOLYMER CONCRETE
4 APPLICATION AND DEVELOPMENT TREND OF GEOPOLYMER CONCRETE
5 CONCLUSION
ACKNOWLEDGMENTS
REFERENCES
Part 2. Construction technology optimization and intelligent detection technology
Application and scheme optimization of new technology for reconstruction of the existing abutment
1 INTRODUCTION
2 OVERVIEW OF THE BRIDGE
3 APPLICATION OF THE NEW TECHNOLOGY FOR ABUTMENT RECONSTRUCTION
4 COMPARISON AND SELECTION OF THE SCHEMES
5 CONSTRUCTION FLOW END CONTROLLING ESSENTIALS
6 CONCLUSION
REFERENCES
Experimental study on flexural performance of reinforced concrete beams with shape memory alloy
1 INTRODCTION
2 SPECIMEN PRODUCTION
3 TEST BEAM FLEXURAL PERFORMANCE TEST
4 EXPERIMENTAL RESULTSS AND ANALYSIS
5 CONCLUSION
REFERENCES
Research on production technology of lightweight anticorrosive partially prestressed RPC transmission tower
1 INSTRUCTIONS
2 THE PRODUCTION PROCESS OF RPC TRANSMISSION TOWER
3 ANALYSIS OF MECHANICAL PROPERTIES OF RPC TRANSMISSION TOWER
4 CONCLUSION
REFERENCES
Internal grounding scheme of concrete pole in Fujian Province
1 INTRODUCTION GENERAL
2 CURRENT POLE GROUNDING FORM
3 INTERNAL GROUNDING SCHEME OF POLE
4 CURRENT GROUNDING CALCULATION INTERNAL
5 THERMAL STABILITY ANALYSIS
6 THERMAL STABILITY ANALYSIS
7 SUMMARY
REFERENCES
Research on dust suppression of bulk cargo operating areas of a domestic port group
1 BACKGROUND
2 RELATED RESEARCH STATUS
3 CURRENT SITUATION OF DUST POLLUTION PREVENTION AND CONTROL
4 DUST CONTROL OPTIMIZATION
5 BENEFIT ANALYSIS OF OPTIMIZATION PLAN
6 CONCLUSION
REFERENCES
Study on the influence of the test environment on geotextile test result
1 INTRODUCTION
2 EXPERIMENT OVERVIEW
3 RESULTS AND ANALYSIS
4 CONCLUSION
REFERENCES
Optimization of node structure of transmission tower
1 INTRODUCTION
2 NODE STRUCTURE OF MAIN MATERIAL
3 OPTIMIZATION OF JOINT STRUCTURE OF LARGE-SIZE ANGLE STEEL
4 APPLICATION OF HIGH-STRENGTH BOLTS
5 CONCLUSION
REFERENCES
Research on geogauge instrument for testing the quality of subgrade filling process
1 INTRODUCTION
2 RESEARCH ON THE DETECTION METHOD OF GEOGAUGESOIL MODULUS METER
3 CONCLUSIONS
REFERENCES
Comparison and selection method of temporary hoisting system for suspender replacement of long-span arch bridge
1 INTRODUCTION
2 COMPARATIVE EXPERIMENTAL DESIGN
3 CONTROL OF THE REPLACEMENT PROCESS
4 RESULTS
5 CONCLUSION
REFERENCES
Simulation study on the influence of thermal performance of energy-saving doors and windows on building energy consumption
1 INTRODUCTION
2 MAIN PARAMETERS OF BUILDING GLASS ENERGY-SAVING EVALUATION
3 SIMULATION KEY POINTS OF ENERGY-SAVING DOORS AND WINDOWSTHERMAL PERFORMANCE ON BUILDING ENERGY CONSUMPTION
4 FUTURE DEVELOPMENT DIRECTION OF ENERGY-SAVING DOORS ANDWINDOWS
5 CONCLUSION
REFERENCES
Research on mechanical properties of optimized metal buckling restrained shear panel damper
1 INTRODUCTION
2 SREUCTURE OF OPTIMIZED BUCKLING RESTRAINED SHEAR PANEL DAMPER
3 ESTABLISHMENT AND VERIFICATION OF THE FINITE ELEMENT MODEL OF THEOPTIMIZED METAL BUCKLING RESTRAINED SHEAR DAMPER
4 PARAMETRIC ANALYSIS
5 CONCLUSION
ACKNOWLEDGMENTS
REFERENCES
Experimental study on dynamic shear modulus and damping ratio of lignin-cement modified expansive soil
1 INTRODUCTION
2 TEST MATERIALS AND PRINCIPLES
3 TEST RESULTS AND ANALYSIS
4 CONCLUSION
FOUNDATION ITEMS
REFERENCES
Dynamic displacement measurement method of bridge structure based on photographic image
1 INTRODUCTION
2 TARGET RECOGNITION AND COORDINATE CALCULATION METHOD
3 CONVERSION METHOD BETWEEN PIXEL COORDINATES AND ACTUALCOORDINATES
4 MARKING MODULE TEST
5 CONCLUSION
REFERENCES
Experimental study on compressive strength of recycled aggregate concrete with artificial sand
1 GENERAL INSTRUCTIONS
2 MATERIAL COMPOSITION AND TEST METHOD
3 RESULTS AND ANALYSIS OF CUBE BLOCK TEST
4 CONCLUSION
REFERENCES
Damage detection of space truss structure based on wavelet analysis
1 GENERAL INSTRUCTIONS
2 THEORY OF DAMAGE IDENTIFICATION
3 THE THEORY OF THEWAVELET ANALYSIS
4 NUMERICAL ANALYSIS OF SPACE TRUSS STRUCTURE
5 CONCLUSION
ACKNOWLEDGMENTS
REFERENCES
Experimental study on unidirectional tension of grouting sleeve with defects
1 INSTRUCTIONS
2 TEST INTRODUCTION
3 TEST RESULTS AND ANALYSIS
4 CONCLUSION
ACKNOWLEDGMENTS
REFERENCES
Monitoring and analysis of underground space response during shield tunneling
1 INTRODUCTION
2 MATERIALS AND METHODS
3 RESULTS & DISCUSSION
4 CONCLUSIONS
ACKNOWLEDGMENTS
REFERENCES
Numerical analysis of tensile damage mode of expanded head anti-floating anchor in powdery clay
1 INTRODUCTION
2 FORCE ANALYSIS OF ANTI-FLOATING ANCHORS WITH THE EXPANDED HEAD
3 NUMERICAL ANALYSIS OF ANTI-FLOATING ANCHORS WITH THE EXPANDEDHEAD
4 CONCLUSION
ACKNOWLEDGMENTS
REFERENCES
The experimental study on the CO2 erosion characteristic of concrete
1 INTRODUCTION
2 EXPERIMENTAL
3 ANALYSIS
4 CONCLUSION
REFERENCES
Research on portable falling weight deflectometer of testing subgrade quality
1 INTRODUCTION
2 RESEARCH ON PFWD DETECTION METHOD
3 CONCLUSIONS
REFERENCES
Influence of grouting pressure on segment displacement and internal
force when the slurry shield passes through water rich sand layer
1 INTRODUCTION
2 PRINCIPLE OF THE SLURRY SHIELD
3 FINITE ELEMENT SIMULATION
4 ANALYSIS OF NUMERICAL SIMULATION RESULTS
5 CONCLUSION
6 OUTLOOK
REFERENCES
Stress performance analysis of slitted reinforced concrete low shear wall with energy dissipation lead damper
1 INTRODUCTION
2 DEFORMATION OF SHEARWALL AND FORCE MECHANISM OF LEAD DAMPER
3 ESTABLISHMENT AND VERIFICATION OF FINITE ELEMENT MODEL OF SLOTTEDSHEAR WALL
4 SEISMIC PERFORMANCE OF REINFORCED CONCRETE LOW-RISE SHEARWALLWITH LEAD DAMPER
5 CONCLUSION AND OUTLOOK
REFERENCES
Photo-aging performance of high-density polyethylene sheath in dry environment
1 INTRODUCTION
2 CONSTRUCTION AND GEOMETRICAL DIMENSIONS OF SPECIMENS
3 TEST RESULTS AND DISCUSSIONS
4 CONCLUSION
ACKNOWLEDGMENTS
REFERENCES
Reliability detection technology of hinge joint connection of hollow slab based on Ultrasonic
1 INSTRUCTION
2 DETECTION PRINCIPLE
3 DETECTION TECHNOLOGY METHODS
4 RESULT DETERMINATION
5 CONCLUSION
ACKNOWLEDGMENTS
REFERENCES
Study of fiber-reinforced cement matrix composites based on comprehensive analysis
1 INTRODUCTION
2 DOMESTIC AND INTERNATIONAL RESEARCH PROGRESS
3 ADVANTAGES OF X MATERIALS
4 STUDY ON THE FITMENT OF DOMESTIC X MATERIALS AND PRACTICALENGINEERING APPLICATIONS
5 CONCLUSION
ACKNOWLEDGMENTS
REFERENCES
Application of direct-cast environmental modifier in ultra-thin cover asphalt mixture
1 INTRODUCTION
2 RAW MATERIAL
3 ROAD PERFORMANCE ANALYSIS OF DIRECT CAST MODIFIED ASPHALT MIXTURE
4 ENGINEERING APPLICATION
5 CONCLUSIONS
REFERENCES
Experimental study on mechanical performance of slag-fly ash based geopolymer
1 INTRODUCTION
2 EXPERIMENTAL PROGRAM
3 TEST RESULTS AND DISCUSSION
4 CONCLUSION AND PROSPECT
ACKNOWLEDGMENTS
REFERENCES
Research on the technical design of maintainability and renewability of SI housing
1 INTRODUCTION
2 CONCEPTS AND FEATURES OF SI HOUSING SYSTEM
3 RESEARCH ON MAINTAINABLE AND RENEWABLE DESIGN OF SUPPORT BODY S
4 STUDY ON MAINTAINABLE AND UPDATED DESIGN OF FILLING BODY I
5 CONCLUSIONS
ACKNOWLEDGEMENTS
REFERENCES
Kindergartens design and research of left-behind children in rural areas in Western China
1 INTRODUCTION
2 THE PLIGHT OF LEFT-BEHIND CHILDREN OF PRESCHOOL AGE IN RURAL AREAS
3 KINDERGARTEN DESIGN: AN EXAMPLE OF PUCHANG VILLAGE
4 CONCLUSIONS
REFERENCES
Research status and prospect of architecture of bamboo
1 INTRODUCTION
2 CHARACTERISTICS AND LIMITATIONS OF TRADITIONAL ARCHITECTURE OF BAMBOO
3 RESEARCH STATUS OF MODERN ARCHITECTURE OF BAMBOO
4 CONCLUSION—DEVELOPMENT PROSPECT OF BAMBOO ARCHITECTURE
REFERENCES
Research on application and development of high-performance concrete at home and abroad
1 INTRODUCTION
2 THE DEVELOPMENT OF HIGH-PERFORMANCE CONCRETE
3 TECHNICAL ROUTE OF HIGH PERFORMANCE CONCRETE
4 CHARACTERISTICS OF HIGH-PERFORMANCE CONCRETE
5 THE POPULARIZATION AND APPLICATION OF HIGH PERFORMANCE CONCRETE
6 CONCLUSION
ACKNOWLEDGMENTS
REFERENCES
Demonstration of tunnel construction method for Guangzhou airport expansion project
1 INTRODUCTION
2 CONSTRUCTION SCALE AND STANDARD
3 SELECTION OF CONSTRUCTION METHOD
4 KEY POINTS OF SHIELD TUNNEL DESIGN
5 CONCLUSION
REFERENCES
Analysis of influencing factors of Rayleigh surface wave exploration depth
1 INTRODUCTION
2 RESEARCH OVERVIEW
3 BASIC THEORIES AFFECTING THE EXPLORATION DEPTH OF RAYLEIGHWAVES
4 IMPACT OF THE ESTABLISHMENT OF THE OBSERVING SYSTEM
5 INFLUENCE OF SURVEY AREA PROFILE
6 IMPACT OF DATA PROCESSING METHODS
7 CONCLUSION
REFERENCES
Research on designing scheme for the structure conversion of the reinforced concrete shaft tower
1 INTRODUCTION
2 ENGINEERING BACKGROUND
3 MODEL PARAMETER
4 CONVERSION SCHEME ANALYSIS
5 STRESS ANALYSIS OF TRANSFER MEMBERS
6 CONCLUSION
REFERENCES
Growth law and dynamic response of shotcrete mechanical properties under mechanized full-section tunnel construction
1 INTRODUCTION
2 ENGINEERING MONITORING
3 STUDY ON MECHANICAL PROPERTIES OF SHOTCRETE
4 ANALYSIS OF DYNAMIC RESPONSE CHARACTERISTICS
5 CONCLUSION
ACKNOWLEDGMENTS
REFERENCES
Research on friction characteristics of reinforced-soil interface under static and dynamic load
1 INTRODUCTION
2 TEST SCHEME
3 RESULTS AND DISCUSSION
4 CONCLUSIONS
REFERENCES
Analysis and application of deployable truss bridge
1 INTRODUCTION
2 METHOD
3 RESULT
4 CONCLUSION
REFERENCES
Study on optimization of initial support of tunnel in soft surrounding rock
1 INTRODUCTION
2 WORKING CONDITION OVERVIEW
3 WORKING CONDITION OVERVIEW
4 MECHANISM OF SUPPORTING STRUCTURE
5 OPTIMIZATION ANALYSIS OF INITIAL SUPPORT DURING TUNNEL EXCAVATION
6 CONCLUSION
REFERENCES
Part 3. Intelligent model prediction and disaster risk assessment
Analysis on risk control of deep foundation pit construction of subway station
1 INTRODUCTION
2 PROJECT OVERVIEW
3 RISK SOURCE IDENTIFICATION AND ANALYSIS
4 CONSTRUCTION RISK ASSESSMENT
5 ANALYSIS OF CONSTRUCTION CONTROL MEASURES
6 CONCLUSION
REFERENCES
The analysis report of the design research benefit of the light-duty
anti-corrosion partially prestressed RPC transmission tower in the
power grid
1 INTRODUCTION
2 FEATURES OF LIGHTWEIGHT ANTICORROSIVE PARTIALLY PRESTRESSED RPCTRANSMISSION TOWER PRODUCTS
3 TECHNOLOGY HIGHLIGHTS
4 ECONOMIC BENEFITS
5 SOCIAL BENEFITS
6 FUNCTIONS AND APPLICATION SCENARIOS
7 CONCLUSION
REFERENCES
Research on cross-sea bridge construction based on navigational risk analysis
1 INTRODUCTION
2 PROJECT OVERVIEW
3 NAVIGATIONAL RISK CALCULATION FOR CROSS-SEA CHANNELS
4 CONCLUSION
REFERENCES
Global earthquake disaster and emergency response in 2021
1 INTRODUCTION
2 EARTHQUAKE DISASTERS
3 CHARACTERISTICS OF EARTHQUAKE DAMAGE AND EMERGENCY RESPONSE
4 CONCLUSION
REFERENCES
The safety impact of subway underpass on the existing airport expressway
1 INTRODUCTION
2 SAFETY CONTROL STANDARD FOR UNDERPASS CONSTRUCTION
3 UNDERPASS FINITE ELEMENT MODEL
4 INFLUENCE ANALYSIS OF UNDERPASS CONSTRUCTION
5 CONCLUSION
6 THE LIMITATIONS AND NEXT RESEARCH PLAN
ACKNOWLEDGMENTS
REFERENCES
Cause analysis of coal mine water disaster accident using Bayesian networks
1 INTRODUCTION
2 IDENTIFICATION OF AIFS AND ESTABLISHMENT OF BN NODE
3 TEST RESULTS AND DISCUSSIONS
4 CONCLUSION
ACKNOWLEDGMENTS
REFERENCES
Survey of earthquake casualties assessment
1 INTRODUCTION
2 CAUSES OF EARTHQUAKE CASUALTIES
3 EVALUATION METHOD OF EARTHQUAKE CASUALTIES
4 CONCLUSION
ACKNOWLEDGMENTS
REFERENCES
Prediction of pile bearing capacity based on GM (1,3) model in karst area
1 INTRODUCTION
2 FINITE ELEMENT MODEL ESTABLISHMENT
3 INFLUENCE OF KARST DIMENSION ON PILE FOUNDATION
4 CALCULATE THE ULTIMATE BEARING CAPACITY OF PILE FOUNDATION BASEDON GM (1,3) MODEL
5 CONCLUSION
REFERENCES
Numerical analysis of slope stability
1 GENERAL INSTRUCTIONS
2 PROJECT OVERVIEW
3 NUMERICAL ANALYSIS OF BACK SLOPE OF RETAININGWALL
4 MONITORING RESULTS AND COMPARATIVE ANALYSIS
5 CONCLUSION
REFERENCES
Influence analysis of blasting nearby the dam on the safety of earth-rock dam
1 INTRODUCTION
2 PROJECT OVERVIEW
3 BLASTING IMPACT ANALYSIS
4 ENGINEERING SUGGESTION
5 CONCLUSION
6 OUTLOOK
REFERENCES
Research on application technology of BIM standard component modeling in highway engineering
1 INTRODUCTION
2 COMPONENT STANDARDIZED APPLICATION PROCESS
3 INSTANCE APPLICATION OF COMPONENTS
4 CONCLUSION
5 LIMITATIONS AND FUTURE RESEARCH PLANS
FUNDED PROJECT
REFERENCES
A new method based on 1D visco-hypoplasticity constitutive model for predicting consolidation and creep
1 INTRODUCTION
2 SEMI-ANALYTICAL 1D-VISCO-HYPOPLASTIC MODEL
3 VERIFICATION OF THE SEMI-ANALYTICAL 1D-VISCO-HYPOPLASTIC MODEL
4 CONCLUSIONS
REFERENCES
Analysis on construction index and standard of water-saving units of public institutions in southern water-rich region
1 GENERAL INSTRUCTIONS
2 NECESSITY OFWATER SAVING INWATER-RICH AREAS AND ARACTERISTICS OFWATER USE OF PUBLIC INSTITUTIONS
3 REQUIREMENTS OF RELEVANT STANDARDS
4 MAIN CREATION CONTENTS
5 EXISTING PROBLEMS AND COUNTERMEASURES
6 CONCLUSIONS
ACKNOWLEDGMENTS
REFERENCES
The challenges and suggestions for BIM implementation in China: Project-based statistical analysis
1 INTRODUCTION
2 RESEARCH METHODS AND OBJECTS
3 DATA ANALYSIS
4 CHALLENGES AND PROPOSALS
5 CONCLUSION
REFERENCES
Lishui city Liandu district Bihu plain water system connection project
(Yuxi reservoir water diversion) water resources demonstration
example analysis
1 INTRODUCTION
2 WATER RESOURCES DEMONSTRATIONWORK GRADE
3 WATER INTAKE ANDWATER SOURCE DEMONSTRATION
4 CONCLUSIONS
REFERENCES
Orientation and exploration: Taking green city as the goal to develop new forms of housing development
1 INTRODUCTION
2 METHODOLOGY
3 MAIN BODY
4 CONCLUSION
REFERENCES
Risk assessment of construction safety of sea crossing cable-stayed bridge based on AHP
1 INTRODUCTION
2 BASIC INFORMATION OF THE PROJECT
3 ESTABLISH RISK FACTOR SET
4 ESTABLISH ANALYTIC HIERARCHY PROCESS STRUCTURE MODEL
5 RISK ASSESSMENT OF CONSTRUCTION SAFETY OF SEA CROSSINGCABLE-STAYED BRIDGE
6 CONCLUSION
REFERENCES
Safety evaluation method of cascade dams system based on fuzzy extension hierarchy analysis
1 INTRODUCTION
2 METHOD
3 PROJECT PROFILE
4 EVALUATION RESULTS
5 CONCLUSION
ACKNOWLEDGMENTS
REFERENCES
Analysis and evaluation of mountain flood disaster in Yuyao
1 INTRODUCTION
2 TECHNIACAL ROUTE
3 DESIGN RAINSTORM FLOOD CALCULATION
4 CONFIRMATION OF EARLYWARNING INDICATORS
5 DRAWING OF DANGER ZONE MAP
6 OVERALL EVALUATION
7 CONCLUSION
ACKNOWLEDGEMENTS
REFERENCES
Analysis on the seismogenic mechanism of Changdao earthquake swarm in Shandong province
1 INTRODUCTION
2 DATA INFORMATION
3 PRECISE EARTHQUAKE LOCATION AND FOCAL MECHANISM SOLUTION
4 VARIATION CHARACTERISTICS OFWAVE VELOCITY RATIO
5 SOURCE PROPERTY
6 CONCLUSION
ACKNOWLEDGMENT
REFERENCES
Suitability evaluation of earthquake emergency shelter site selection
1 INTRODUCTION
2 RESEARCH OVERVIEW
3 RESEARCH METHOD
4 DETERMINATION OF SCENARIOS AND CRITERIA
6 CONCLUSION
REFERENCES
The seismic damage and analysis method system for earthquake vulnerability of group culverts
1 INTRODUCTION
2 CULVERT ENGINEERING
3 SEISMIC DAMAGE OF CULVERT
4 CLASSIFICATION OF SEISMIC DAMAGE
5 FACTORS AFFECTING SEISMIC DAMAGE
6 SEISMIC VULNERABILITY ANALYSIS METHOD
7 CONCLUSIONS
ACKNOWLEDGMENTS
REFERENCES
The construction of the Hong Kong-Zhuhai-Macau Bridge (HZMB)
1 INTRODUCTION
2 OTHER CONSIDERATIONS
3 CONCLUSION
REFERENCES
Research on the rainfall-induced damage to railroad embankment slope: A case study from the railroad in Henan, China
1 INTRODUCTION
2 THE STUDY SITE
3 RAILROAD LOESS EMBANKMENT SLOPE RAINFALL-INDUCED DAMAGE FIELDINVESTIGATION
4 STABILITY ANALYSIS OF THE EMBANKMENT SLOPE
5 CONCLUSION
ACKNOWLEDGMENTS
REFERENCES
Author index