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