2004-05期目录
DETERMINATION OF POTENTIAL SLIDE LINE OF SLOPES BASED ON DEFORMATION ANALYSIS
PERTURBATION METHOD OF SUPERPOSING INITIAL SURGE HEIGHT OF LANDSLIDE ALONG RESERVOIR SHORELINE
According to perturbation method in hydrodynamics,the differential equations including continuity equation and movement equation of transient flow in open channel are transformed into polynomials. The constants of polynomials are the values when water level keeps in silence,and the constants and the first differentials are selected to linearize these equations. The decay rule of surge during landslide failure site is gained by variable separation method on basis of taking exponential decay form of surge into account and the superposition of surge height is carried out. Taking Xintan landslide in the reservoir of Three-Gorges as an example,the vertical slice method and the Newton law are taken to analyze the movements on ground surface and in water,and the momentum theory is used to calculate surge height triggered by each slice. Then,in terms of decay formula,the height of surge after superposition in landslide failure site is obtained. It is concluded that superposition method considers dynamic process of the surges when landslide fails,the surge height is triggered by each slice,the surge height after superposition increases first and then decreases.
DILATATION ANALYSIS OF ROCK SPECIMEN UNDER UNIAXIAL COMPRESSION BASED ON GRADIENT-DEPENDENT PLASTICITY
TESTING STUDY ON CRATER FORMED BY EXPLOSION AND PROPAGATION LAWS OF GROUND SHOCK IN LIMESTONE
REMOTE SENSING-ROCK MECHANICS (Ⅴ)———ANALYSIS ON THE FACTORS AFFECTING THERMAL INFRARED RADIATION IN PROCESS OF ROCK VISCOSITY SLIDING
NUCLIDE TRANSPORT MODEL IN FRACTURED ROCKMASSES AND ITS APPLICATION TO SAFETY ASSESSMENT OF GEOLOGICAL REPOSITORY
STABILITY ANALYSIS OF ROCKS AROUND TUNNEL WITH GROUND WATER PERMEATION
SEEPAGE MODEL STUDY OF WATER-ROCK INTERACTION IN LOW PERMEABILITY GROUNDWATER ENVIRONMENT
IDENTIFICATION OF PERMEABILITY COEFFICIENT OF ROCK MASS IN DAM FOUNDATION BASED ON GENETIC NEURAL NETWORK
STUDY ON PERMEABILITY EVOLUTION IN FAILURE PROCESS OF INHOMOGENEOUS ROCK
RESEARCH ON SUPPORTING STRUCTURE SYSTEM OF YUANLIANGSHAN RAILWAY TUNNEL UNDER HIGH WATER HEAD
FAILURE CRITERIA OF ROCK-SOIL-CONCRETE AND ESTIMATION OF THEIR STRENGTH PARAMETERS
STRENGTH AND MECHANICAL PARAMETERS OF LARGE-VOLUMEJOINTED ROCKMASS
INTELLIGENT METHODS AND ITS INTEGRATION FOR BOLT-SHOTCRETE SUPPORT DESIGN OF UNDERGROUND ROCK EXCAVATION
ANALYSIS ON LOADING-DEFORMATION OF PRESTRESSED CABLE BASED ON DAMAGE THEORY
CREEP DAMAGE MECHANISM AND BACK ANALYSIS OF OPTIMUM SUPPORT TIME FOR SOFTEN ROCKMASS
LIMIT ANALYSIS AND SHAKEDOWN ANALYSIS OF ULTIMATE BEARING CAPACITY OF OFFSHORE PLATFORM FOUNDATIONS
ANALYSIS ON PILE GROUP EFFECT COEFFICIENT OF SOIL RESISTANCE UNDER PILE CAP USING FINITE ELEMENT METHOD
TESTING STUDY ON BEARING BEHAVIOR OF PILES FOR NANPAN RIVER GREAT BRIDGE IN KARST AREA
MONITORING AND PREDICTION OF DISPLACEMENT AND FAILURE OF HIGH-RISE WOOD PILED WHARF IN QINGDAO HARBOUR
INFLUENCE OF CONSTRUCTION OF SHANGHAI STADIUM TRANSVERSE STATION OF PEARL LINE PHASE II ON STATION OF METRO LINE NO.1
DEFORMATION PROPERTY OF EMBANKMENT CONSIDERING STRAIN DEGRADATION
DEEP GEOLOGICAL DISPOSAL OF HIGH-LEVELNUCLEAR WASTE AND ITS RESEARCH OUTLINES
CURRENT SITUATION AND DEVELOPMENT OF DDA METHOD
STUDIES ON SOME ISSUES OF SEISMIC RESPONSE ANALYSES FOR SUBMERGED TUNNEL
CHARACTERISTICS OF ATTENUATION OF ROCK AT LOW FREQUENCIES AND DEVELOPMENT OF ITS THEORETICAL MODEL
TUNNELING METHODS THROUGH RIVER(LAKE,SEA) BED UNDER SHALLOW COVERING BY SHIELD
PRIMARY STUDY ON EFFECTS OF IMMERSION BY RESERVIOR OF CHAOZHOU WATER SUPPLY PROJECT
EXPERT SYSTEM KNOWLEDGE OF INTELLIGENT CHOICE OF SUPPORTING TYPE FOR DEEP EXCAVATION IN XIAMEN
INFERENCE MECHANISM AND OPTIMUM DESIGN OFRETAINING STRUCTURE FOR DEEP FOUNDATION PIT
SCIENTOMETRIC INDICATORS FOR CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING AND ITS COMPREHENSIVE EVALUATION
SETTLEMENT MECHANISM AND DESIGN METHOD OF PILE-NET COMPOSITE FOUNDATION
STUDY OF FAILURE MECHANISM AND ULTIMATE BEARING CAPACITY OF THE FOUNDATIONS ON INHOMOGENEOUS MEDIUM
STUDY ON BEARING PERFORMANCE OF LARGE DIAMETER BORED HOLLOW PILE OF PRESTRESSING FORCE CONCRETE