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2005-06期目录
EVOLUTIONARY SELF-ORGANIZING IDENTIFICATION OF NONLINEAR DYNAMICS OF LANDSLIDES
ELASTO-PLASTIC ANALYSIS ON SURROUNDING ROCK OF CIRCULAR CHAMBER BASED ON STRAIN NONLINEAR SOFTENING
ANALYSIS OF CHANGEABLE CAUSE FOR THE FRACTAL DIMENSION IN THE NATURAL LOW-PERMEABLE CORES
DISTRIBUTING CHARACTERS AND ANALYSIS OF STRESSES IN PRESTRESSED CABLES
FINITE ELEMENT ANALYSIS ON FAILURE MECHANISM AND BEARING CAPACITY BEHAVIOR OF INHOMOGENEOUS SUBSOIL
MONITORING AND ANALYSIS OF REINFORCEMENT EFFECT ON SLOPE ANTI-SLIDE PILES
STUDY OF MOUNTAIN HIGHWAY SLOPE MASS RATING
SIMULATION AND FORECAST METHOD OF GEOTHERMAL RESOURCES IN HOT DRY ROCK
The inversion methods of ground temperature field and ground temperature gradient field based on three-dimensional static heat conduction theory are presented with the influence from those minor factors such as heat convection and geology tectonics and so on. It can be used to simulate the three-dimensional ground temperature field in rock mass and to forecast the geothermal resources quantity of hot dry rock(HDR) on large scale. The paper analyzed the features and the mechanisms of ground temperature field and ground temperature gradient field of Rehai geothermal field in Tengchong,Yunnan province,China. Then the quantity of HDR geothermal resources was forecasted,and the results achieved from the presented simulation and forecast method of HDR geothermal resources of Rehai geothermal field can provide a reference to the geothermal exploitations.
ANALYTIC SOLUTION OF VISCO-ELASTIC DISPLACEMENT FOR HORIZONTAL SURFACE SLOPE
NUMERICAL INVESTIGATION ON VOID COLLAPSE FOR BRITTLE POROUS MATERIALS SUBJECTED TO SHOCK LOADING
According to the Carrol-Holt¢s hypothesis,the brittle porous material was simplified to be a hollow sphere. A three-dimensional discrete meso-element method (DEM3) developed in this laboratory is applied to simulate the process of void collapse for the brittle porous material with various pore volumes. The results show that the void collapse process can be successfully simulated and the conclusion is reached that the pore volume controls the process of void collapse. Since the real flaws in materials are mainly the pores and cracks,the investigations of brittle materials with various pores and cracks volume subjected to shock loading,whose total volume is 10.5%,are conducted to analyze the effects of pores and cracks on void collapse. It shows that the cracks decrease the critical pressure of void collapse,while the volume shrinkage results from the pore volume.
CALCULATION OF STRESS INTENSITY FACTOR FOR CRACK IN A FINITE PLATE
RANDOM NON-HOMOGENEOUS SOLID-HEAT COUPLED MODEL AND NUMERICAL SIMULATIONS OF SECOND FRACTURING FOR MAN-MADE-RESERVE STRATUM IN HDR
STUDY OF STABILITY CALCULATION AND HARNESS ENGINEERING ON LANDSLIDE
STUDY ON BONDING LENGTH OF PRESTRESS ANCHOR BAR
NUMERICAL STUDY ON WATER INRUSH ABOVE A CONFINED AQUIFER IN COAL MINING USING HYDRO-FRACTURING
THREE-DIMENSIONAL FRACTAL DISTRIBUTION EMULATION AND TECHNIQUE OF THE CRACK FACE NUMBER IN ROCK MASS
THEORETICAL AND EXPERIMENTAL STUDIES ON GAS SEEPAGE LAW IN A SINGLE FRACTURE UNDER 3D STRESSES
APPROXIMATE SOLUTION OF THERMAL CONSOLIDATION OF CYLINDRICAL HEAT SOURCE WITH INFINITE LENGTH FOR SATURATED SOILS
AUTOMATIC MODEL GENERATION OF COMPLEX GEOLOGIC BODY WITH FLAC3D BASED ON ANSYS PLATFORM
ELECTROMAGNETIC EMISSION TESTING METHOD FOR THE EFFECT OF RELIEVE-SHOT BASED ON ENERGY MECHANISM
ACOUSTIC MEASUREMENT AND ANALYSIS IN NANJING SUBWAY ENGINEERING INVESTIGATION
STUDY OF SUPPORT MECHANISM AND EFFECT OF SHED-PIPE GROUTING TECHNOLOGY FOR TUNNELING CONSTRUCTION IN SHALLOW-BURIED SOFT STRATUM
TEST STUDY ON STABILITY OF FINE GRAINED TAILINGS DAM IN GEO-GRID REINFORCEMENT SITUATION
DISTRIBUTION MAP FORMS OF ACTIVE EARTH PRESSURE ON RETAINING STRUCTURES IN NANNING—KUNMING RAILWAY
CONSOLIDATION OF GROUND WITH PARTIALLY PENETRATED VERTICAL DRAINS UNDER TIME-DEPENDENT LOADING
THEORETICAL STUDY ON AXIAL DECOUPLING COEFFICIENTS OF SMOOTH BLASTING WITH AIR CUSHION CHARGING CONSTRUCTION
STUDY ON THERMAL REGIME OF HIGH-TEMPERATURE FROZEN SOIL WHILE CONSTRUCTION OF CAST-IN-PLACE PILE
DEFORMATION PROPERTIES OF SOFT SUBSOIL UNDER LARGE-SCALE PRELOAD
A STUDY OF CONSTRUCTION TECHNIQUE FOR THE NANJING SUBWAY STATION UNDER THE NANJING RAILWAY STATION
TESTING AND ANALYSIS ON VIBRATION OF SUBGRADE FOR QINHUANGDAO—SHENYANG RAILWAY
ANALYTIC CALCULATION OF P - S CURVE OF BOLTS BASED ON BILINEAR LOAD-TRANSFER FUNCTION
EXPERIMENTAL STUDY ON THE EXPLOSION CRATER OF ICE-RICH FROZEN SOIL ALONG QINGHAI—TIBET RAILWAY
INVESTIGATION AND MECHANISM ANALYSIS OF THE MAJOR SECONDARY HARMFUL FROZEN-SOIL PHENOMENA ALONG QINGHAI—TIBET RAILWAY
FIELD EXPERIMENT ON DISTRIBUTION CHARACTERS OF AIR TEMPERATURE AND GROUND TEMPERATURE IN KUNLUNSHAN TUNNEL OF QINGHAI—TIBET RAILWAY
梁卫国博士论文摘要
王占江博士论文摘要
范厚彬博士论文摘要