2005-18期目录
SLOPE MONITORING SYSTEM OF THREE GORGES AREA BASED ON 3S TECHNIQUES AND GROUND DEFORMATION OBSERVATION
STUDY ON CONSTRUCTION OF CROSS CONNECTION OF SHIELD TUNNEL AND CONNECTING AISLE BY FREEZING METHOD
STUDY ON STRAIN RATE EFFECT OF SOFT ROCK
WAVELET MULTI-RESOLUTION ANALYSIS OF WEAK REFLECTED WAVE FROM THE INTERFACES OF COAL SEAM AND STRATA
PROPERTIES OF IMPERMEABILITY COMPOSITE MATERIAL WITH SOLIDIFYING FLY-ASH IN STORING SITE
ANALYSIS OF LOCALIZATION OF DEFORMATION AND COMPLETE STRESS-STRAIN RELATION FOR MESOSCOPIC HETEROGENOUS BRITTLE ROCK MATERIALS WHEN AXIAL STRESS IS HELD CONSTANT WHILE LATERAL CONFINEMENT IS REDUCED
ANALYSIS OF SHALLOW LANDSLIDE STABILITY UNDER INTENSIVE RAINFALL
A NEW METHOD FOR DETERMINATION OF PERMEABILITY OF UNSATURATED SOILS
APPLICATION OF LADE-DUNCAN FAILURE CRITERION TO CALCULATION OF BEARING CAPACITY OF FOUNDATIONS
CONFORMATION DETECTION OF GEOMEMBRANE VERTICALLY LAID UNDERGROUND WITH TWO-ROW CP ELECTRODE ARRAY
The geomembrane which is laid vertically underground has been widely used in water conservancy,building groundwork and environment engineering,etc.,to prevent seepage flow in the past 20 years in China. During being laid underground,the geomembrane may be not extend to the designable depth and be lacerated by sharp stone,maybe there are some blanks between the border upon plastics series. All those can make the seepage flow through the geomembrane. So it is important to inspect the conformation of those impervious geomembrane after they have been laid vertically underground. But 2D flimsy body laid vertically underground like this geomembrane is difficult to be inspected with the usual detection method. In order to meet this require,the two-row current and potential (CP) electrode array is designed to detect it on the base of electrostatic field theory. By theoretical analysis and field studies,the abnormal resistivity pattern of different conformation,the inspection precision of this method and the results different settings lead to have been made certain. The theoretical analysis and field study show the lower resistivity patterns in apparent resistivity section can reflects that the conformation of geomembrane and their size are corresponding;the blanks between the border upon plastics series can make the lower resistivity pattern larger;one tenth change of the depth of geomembrane and 0.1 m width of blank between the border upon plastics series could be detected with this method. The research result can make sure that the conformation of impervious geomembrane which is laid vertically underground can be detected clearly with the two-row CP electrode array.
EXPERIMENTAL STUDY ON VAPOROUS WATER TRANSFERENCEIN LOESS AND SANDY SOIL
ANALYTICAL SOLUTION FOR CONSOLIDATIONAROUND A CYLINDRICAL CAVITY AND ITS APPLICATION
SUPERIOR COMBINATION FORECASTING SETTLEMENT OF SOFT CLAY EMBANKMENTS
COOLING EFFECT ON ADJUSTABLE VENTILATED EMBANKMENT
TYPICAL DESIGN OF BANK SLOPE STABILIZATION FOR THE THIRD PLAN IN THREE GORGES RESERVOIR AREA
INFLUENCE ANALYSIS OF FRICRION BETWEEN PILE AND SOIL ON COMPACTING EFFECTS OF JACKED PILE
ROCK MASS STABILITY ANALYSIS OF ABUTMENTSOF YUJIANHE ARCH DAM
RESEARCH ON UNSYMMETRICAL LOAD EFFECT AND LINING CRACKS OF A HIGHWAY TUNNEL
TORSIONAL VIBRATION OF A RIGID CIRCULAR PLATE RESTING ON DOUBLE-LAYERED SUBGRADE WITH ROCK SUBSTRATUM
STUDY ON EQUIVALENT ELASTIC FEATURE OF SEDIMENTARY FORMATION IN COLLIERIES
COMPRESSION AND CRUSHING BEHAVIOR OF CALCAREOUS SAND UNDER CONFINED COMPRESSION
3D ELASTOPLASTIC FINITE ELEMENT ANALYSIS OF BEARING CAPACITY BEHAVIOUR OF INTERACTION OF RAFT-PILE AND SOIL
SIMULATION OF IMPACT FORCE AND PENETRATION RATE OF AIR HAMMER BIT DRILLING
TABU SIMULATED ANNEALING COMPLEX METHOD AND ITS APPLICATION TO SLOPE STABILITY ANALYSIS
STUDY ON STABILITY OF JOINTED ROCK SLOPE OF AN OPEN IRON MINE
SUPPORT EFFECT ANALYSIS OF UPPER PIPE-ROOF DURING A BOX CULVERT BEING PUSHED WITHIN PIPE-ROOF
LABORATORY AND THEORETICAL RESEARCHES ON SANDSTONE
APPLICATION OF SARMA METHOD TO STABILITY EVALUATION ANALYSIS OF A LARGE ANCHORED ROCKMASS SLOPE
RESEARCH ON FAILURE OF SOFT STRUCTURE AND SINGULARITY OF FAILURE ZONE OF ROADWAY SURROUNDING ROCK
STUDY ON ELASTOPLASTIC DYNAMIC CONSTITUTIVE MODEL OF SATURATED SANDS
EXPERIMENTAL STUDY ON BREAKING PROCESS OF BAR-LIKE STRUCTURAL BODIES UNDER UNLODING CONDITIONS
EXPERIMENT STUDY ON VIBRATION TO IMPROVE COLLAPSIBLE LOESS WITH DYNAMIC COMPACTION
GEOLOGICAL CHARACTERS OF ROCKBURST IN LUJIALING TUNNEL AND ITS PRVENTION METHODS