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  --2005, 24 (06)   Published: 15 March 2005
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Artiles

2005-06期目录

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 2005, 24 (06): 0-0 doi:
[PDF] 28 KB (833)     [HTML]
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2005-06期目录

EVOLUTIONARY SELF-ORGANIZING IDENTIFICATION OF NONLINEAR DYNAMICS OF LANDSLIDES

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 2005, 24 (06): 911-911 doi:
[PDF] 61 KB (999)     [HTML]
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Landslides are characterized with complex nonlinear-dynamic behavior involving many uncertain factors. The physical-based modeling approach is often very difficult to fulfill. As an alternative,based on the time series analysis theory and the idea that the displacement is one of the most important information reflecting the sliding state during the evolution of landslides,a new hybrid evolutionary method,combining genetic algorithm and genetic programming,was proposed to identify the evolution character of landslides from the observed displacement time series. In this method,the model structure and model parameters are evolved by using the symbol regression techniques of genetic programming and genetic algorithm,respectively,and a global optimal nonlinear dynamic input-output model for predicting the state of landslides is fulfilled through data analysis. Models of input and output are the displacements history and future displacements,respectively. Applications to the evolution analysis of the Xintan landslide and Bachimen landslide were performed and the results proved the efficiency of the new method. Furthermore,the new algorithm shows significant power of self-organization.

ELASTO-PLASTIC ANALYSIS ON SURROUNDING ROCK OF CIRCULAR CHAMBER BASED ON STRAIN NONLINEAR SOFTENING

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 2005, 24 (06): 915-915 doi:
[PDF] 140 KB (979)     [HTML]
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According to the entire theory of plastic mechanics,the relationship between equivalent stress and equivalent strain of circular chamber plastic zone in the complex stress state is deduced from nonlinear softening constitutive relation of rock under uniaxial compression. On this basis,the stress,strain,and displacements of elastic and plastic zone in surrounding rocks of chamber,are derived. Then the equilibrium equation of surrounding rocks,relationship between geostress and chamber displacement,and pressure equation of surrounding rocks,are obtained under corresponding conditions. The concrete formulation of carrying power of elastic zone and carrying power of plastic zone are first proposed. Because the assumed constitutive relationship agrees well with practical condition of rocks,the obtained results maybe more closely approach to corresponding actual values in surrounding rocks of chamber,compared with Fenna¢s solution that is based on ideal elasto-plastic relationship.

ANALYSIS OF CHANGEABLE CAUSE FOR THE FRACTAL DIMENSION IN THE NATURAL LOW-PERMEABLE CORES

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 2005, 24 (06): 921-921 doi:
[PDF] 191 KB (961)     [HTML]
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The effects of pore structure on the fractal dimension were studied. Based on the similar dimension,the method of measuring the fractal dimension was brought forward in natural low-permeable cores through traditional intrusive mercury data or image analysis,and the calculated formula for the dimension was achieved. By using the intrusive mercury data from natural cores,the curves were protracted and the fractal dimensions in porous media were calculated. In some formation segments,where there are only compaction and solution under pressure,the fractal dimension has diagenesis;while in other segments,the pore structures become more complicated due to intensive epigenesises,such as secondary quartz enlargement,recrystallization,and corrosion. Therefore there are several dimension values.

DISTRIBUTING CHARACTERS AND ANALYSIS OF STRESSES IN PRESTRESSED CABLES

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 2005, 24 (06): 925-925 doi:
[PDF] 107 KB (1362)     [HTML]
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The types of anchorage are divided into the surface-type and the interior-type. Based on the Kelvin¢s solution of displacement,the distributing expressions of the shear stress and the axial force in the interior-type anchorage are derived,which have a same form as those of the surface-type. The only difference between them is the parameter,which shows that their mechanical characters are similar. Subsequently,the mechanical characters of the separate-stretched anchorages are discussed. The advantage or disadvantage and their adaptive conditions are analyzed at last.

FINITE ELEMENT ANALYSIS ON FAILURE MECHANISM AND BEARING CAPACITY BEHAVIOR OF INHOMOGENEOUS SUBSOIL

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 2005, 24 (06): 929-929 doi:
[PDF] 73 KB (898)     [HTML]
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In general,the determination of the failure mechanism for the inhomogeneous subsoil plays an important role in predicting the ultimate bearing capacity. Basing on Duncan-Chang model,a finite element program is compiled to search for the failure mechanism of the inhomogeneous subsoil. Some in-situ loading tests are performed in Tianjin New Harbor area and the experimental data are compared with the computational results from the finite element methods. The reliability of the finite element program is verified through the comparison. By virtue of numerical analyses,the failure process can be reproduced,and the plastic deformation zone and the most-probable rupture surface in the inhomogeneous subsoil are found. It has been found that under the ultimate load the inhomogeneous subsoil exhibits the characteristics of general shear failure or local shear failure. The plastic strains firstly appear on the edge of the footings. With increasing of the load,the plastic zone expands and joints together at last. The appearing of the continuous plastic zone means that bearing capacity failure occurs in the subsoil,and the bearing capacity of the foundation has reached to its ultimate value.

MONITORING AND ANALYSIS OF REINFORCEMENT EFFECT ON SLOPE ANTI-SLIDE PILES

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 2005, 24 (06): 934-934 doi:
[PDF] 67 KB (1585)     [HTML]
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Anti-slide pile is an important method for slope treatment,especially when the slide face is certain and the subterrane is stable,the method is proved to be prior. But if there exist more weak terrains under the slide face, a new slide face may be formulated after being reinforced and ideal reinforcement effect can not be achieved. Monitoring and analysis of anti-slide piles reinforcement effect on the west area slope of Chengchao Iron Ore are analyzed. The results indicate that there are shallow-layer and deep-layer slide faces in the slope after reinforcement. At first,there is only a shallow-layer slide face found before reinforcement,but a new weak face on the base of the first shallow-layer slide face is found after reinforcement and then,shallow-layer and deep-layer slide faces are found. However,anti-slide pile has effects only on the shallow-layer slide face because of its length. It is pointed out that the influence of ground water is an important factor for slope deformation.

STUDY OF MOUNTAIN HIGHWAY SLOPE MASS RATING

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 2005, 24 (06): 939-939 doi:
[PDF] 68 KB (996)     [HTML]
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Based on Chinese system for slope mass rating(CSMR),a formula for mountain highway slope mass rating(HSMR) system is established in this paper. With the theory of statistic principle,a revised factor x of two different slopes for slope heights are discussed. Moreover,the revised factor h for different multiple lithology combinations,which is ranged from 0.8 to 1.2,is proposed for HSMR. A case study is considered to assess the feasibility of HSMR in the end.

SIMULATION AND FORECAST METHOD OF GEOTHERMAL RESOURCES IN HOT DRY ROCK

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 2005, 24 (06): 945-945 doi:
[PDF] 107 KB (1530)     [HTML]
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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

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 2005, 24 (06): 950-950 doi:
[PDF] 63 KB (879)     [HTML]
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Natural slopes appearing secondary creep phenomenon under natural conditions,such as storm, rainfall,and flow-erosion,are discussed. In addition,slope initial stress changes caused by human activities to arise secondary creep phenomenon are also analyzed. Then,the visco-elastic creep compliance solution is proposed,which gives a new elastic displacement formula and simplifies the relationships between elasticity theory and visco-elasticity theory. The applications of these two theories are illustrated by secondary creep phenomenon of slope. That means visco-elastic displacement analytic solution can be achieved through elastic displacement analytic solution. Based on horizontal plane slope which is proposed by Goodman,simple analytic solution of visco-elastic displacement for algebraic transformation of mechanical parameter,five different analytic solutions of visco-elastic creep compliance,and generalized creep compliance,are introduced. The five different constitutive relations of horizontal plane slope visco-elastic displacement analytic solution are achieved.

NUMERICAL INVESTIGATION ON VOID COLLAPSE FOR BRITTLE POROUS MATERIALS SUBJECTED TO SHOCK LOADING

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 2005, 24 (06): 955-955 doi:
[PDF] 420 KB (1183)     [HTML]
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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

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 2005, 24 (06): 963-963 doi:
[PDF] 168 KB (1298)     [HTML]
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The fundamental solutions for a crack under concentrated pseudo-traction are given by using the Muskhelishvili¢s complex potential theory and by the solution of Riemann-Hilbert problem. With the aid of the‘pseudo-traction’method and the superposition technique,the stress intensity factors for materials such as rock with center inclined crack under compressive load are determinated and the effects of crack direction on the stress intensity factor are analyzed. The effects of finite length and finite width on the stress intensity factor are achieved by using the fundamental solution and the boundary condition.

RANDOM NON-HOMOGENEOUS SOLID-HEAT COUPLED MODEL AND NUMERICAL SIMULATIONS OF SECOND FRACTURING FOR MAN-MADE-RESERVE STRATUM IN HDR

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 2005, 24 (06): 969-969 doi:
[PDF] 132 KB (1118)     [HTML]
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In the hot dry rock(HDR) extraction,according to the rock mineral compositions and different distributions,the thermal dilatability is considered as random medium. With the plane stain model,the random non-homogeneous solid-heat coupled mathematical model and stress field are established,and the FEM coupling is achieved. With the two random distributions of Gauss distribution and Weibull distribution,based on a variety of numerical experiments of the HDR extraction,the characteristics and laws of temperature,stress fields,and the derived results reveal that the random distributions of thermal dilatability have great influences on thermal fracture law,the relationship between temperature and time,the relationship between crack ratio and time,and the plane maximum main stress distribution.

STUDY OF STABILITY CALCULATION AND HARNESS ENGINEERING ON LANDSLIDE

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 2005, 24 (06): 975-975 doi:
[PDF] 67 KB (1028)     [HTML]
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According to the characteristics,material structure features,and the geological natures of the landslide, the calculation and evaluation for the stability of the landslide are performed with the consideration of three kinds of loading situations and residual thrust method. The main support structure and the appropriate distribution of the landslide-thrust and the resistance of soil are adopted. With the effects of transmitting coefficient,the proper positions of anti-slide pile are ascertained and other comprehensive administration schemes of measures are adopted to guarantee the stability of landslide and to improve the result of engineering measures.

STUDY ON BONDING LENGTH OF PRESTRESS ANCHOR BAR

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 2005, 24 (06): 980-980 doi:
[PDF] 148 KB (1242)     [HTML]
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Through the analysis of loading characteristics and with the consideration of loading mechanism of smaller shear displacement with better loading properties of prestressed anchor bar,the analytical method of shear displacement was discussed. By using a practical engineering case of unstable retaining wall,which is located in Tai¢an city,Shandong province,the practice bonding length of prestressed anchor bar was analyzed systemically with some in-situ pull-loading displacement data. Finally,the optimum bonding length of prestressed anchor bar under the 180 kN prestressed load was achieved.

NUMERICAL STUDY ON WATER INRUSH ABOVE A CONFINED AQUIFER IN COAL MINING USING HYDRO-FRACTURING

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 2005, 24 (06): 987-987 doi:
[PDF] 118 KB (1106)     [HTML]
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It is a big diffusion for the mechanics of water inrush in coal mining that is above a confined aquifer. because there are many influencing factors. The situation differs greatly in various coal mining districts,and it is difficult to find a uniform model to solve the problem. In this paper,based on rock hydraulic fracture mechanism and its penetrability alteration,the base plate¢s stress state changing was studied. All of those would increase the possibility of water inrush. Aimed at a case of study,a water inrush danger location was presented and the concept was introduced. Damage parameters are used to describe the degree of rock damage,i.e.,the rock structure evolution. The rock damage would induce the change of the penetrability. It was important for water inrush forecasting in mining works because the changes of base plate penetrability would make ways for the water form confined aquifer. Based on perpendicular anisotropic rock to upbuild the relation function between permeability coefficient and damage parameter,which was used to deduce the permeability change with base plate damage,the results of the numerical computing show that it agrees well with the real case.

THREE-DIMENSIONAL FRACTAL DISTRIBUTION EMULATION AND TECHNIQUE OF THE CRACK FACE NUMBER IN ROCK MASS

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 2005, 24 (06): 994-994 doi:
[PDF] 150 KB (1056)     [HTML]
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Based on crack face number distribution in rock mass having fractal character,a three-dimensional fractal emulation model about crack face was set up and an emulation system about crack face was developed by Visual C++6.0. The system provides a method to get any section and sub-chart from three-dimensional network chart automatically and brings great convenience to analyze crack mass engineering stability and stress distribution in rock mass.

THEORETICAL AND EXPERIMENTAL STUDIES ON GAS SEEPAGE LAW IN A SINGLE FRACTURE UNDER 3D STRESSES

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 2005, 24 (06): 999-999 doi:
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The gas seepage law in a single fracture under 3D stress is studied and the following conclusions have been made:(1) the tangent deformation has the same effect as normal deformation on fracture seepage law,and (2) gas seepage law is different from water seepage law. Moreover,an analytic formula of gas seepage law in a single fracture is presented. In the end,experimental data are analyzed by using the theory above and the results show such theory can reasonably describe the 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

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 2005, 24 (06): 1004-1004 doi:
[PDF] 166 KB (982)     [HTML]
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The governing equations of thermal consolidation for a homogeneous isotropic material are presented. The differences of thermal expansion between soil skeleton and pore water are discussed. According to the equations of equilibrium,principle of effective stresses,conservation of energy,and linear stress-strain relationship,the thermal consolidation problems of cylindrical heat source with infinite length for saturated soils are studied. Using Fourier transform,Laplace transform,and their inverse transforms,an approximate analytic solution is achieved under non-isothermal condition. Especially,the basic concepts of coefficient of thermal consolidation and thermal time factor are defined. Finally,the evolutions of temperature,pore water pressure and displacement along radial direction with time factor are analyzed by the proposed method.

AUTOMATIC MODEL GENERATION OF COMPLEX GEOLOGIC BODY WITH FLAC3D BASED ON ANSYS PLATFORM

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 2005, 24 (06): 1010-1010 doi:
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For some complex geologic bodies,numerical models with FLAC3D are difficult to construct. While finite element programs,such as ANSYS,can easily fulfill since it has perfect pre-processors such as entity modeling,Boolean operation of geometric body,and free mesh. In this paper,a procedure is proposed to build numerical model of FLAC3D by using ANSYS,and the interface program of FLAC3D-ANSYS is compiled with visual basic language since there are some differences between the element data conducted by the two programs. So the automatic model generation of complex geologic body can be conducted as follows:the construction of numerical model by ANSYS,the transferring of element data and calling FLAC3D. Then three-dimensional numerical models of a dam and a subway are developed and the case study shows that the intuition,fastness,and automation of modeling,can be realized. The procedure gives an example to build complicated engineering geological model with the advantages of different programs.

ELECTROMAGNETIC EMISSION TESTING METHOD FOR THE EFFECT OF RELIEVE-SHOT BASED ON ENERGY MECHANISM

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 2005, 24 (06): 1014-1014 doi:
[PDF] 98 KB (1020)     [HTML]
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Rock burst is an open system and energy dissipation system with complex structure and behavior feature,and what excites this systematic evolution is the energy flow and information flow in this systematic ambient inside and outside. According to the mutation theory,as long as energy accumulation keeps a dynamic equilibrium with dissipation in coal body,the stored energy can be maintained at a normal level,and the medium of energy accumulation and dissipation in coal body—micro defect(fissure,hole,and etc.) would not unsteadily rupture to cause impact. Relieve-shot,a kind of effective measure,can release elasticity and reduce impact danger,whose effect can be tested through electromagnetic radiation.

ACOUSTIC MEASUREMENT AND ANALYSIS IN NANJING SUBWAY ENGINEERING INVESTIGATION

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 2005, 24 (06): 1018-1018 doi:
[PDF] 98 KB (1067)     [HTML]
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Acoustic logging and wave velocity measurement of borehole cores are applied to get some important information about rock characteristics in Nanjing subway engineering investigation. Based on the comparison of physical properties between acoustic logging and borehole cores,using the synthetical analysis of multi- parameter,much efficient information about rock weathering and strength is achieved. Using rock acoustic wave velocity of in-situ measurement,the distributing characteristic of the wave velocity of rocks in different depths are presented. Compared with the velocity measurement of well-logging and borehole cores,the disparities of rocks with different strengths on different measuring conditions,the amplitude variation,and attenuation characteristics of wave features of well-logging,are analyzed,and the structure properties of the rocks are discussed. It is proved that acoustic logging is a rapid,economic,and efficient method on in-situ measurement in geology engineering investigation.

STUDY OF SUPPORT MECHANISM AND EFFECT OF SHED-PIPE GROUTING TECHNOLOGY FOR TUNNELING CONSTRUCTION IN SHALLOW-BURIED SOFT STRATUM

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 2005, 24 (06): 1025-1025 doi:
[PDF] 1101 KB (1398)     [HTML]
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Shed-pipe combined with grouting technology,one of the advanced support patterns in underground engineering,is often used in the excavation of tunnel by shallow-underground cut method. However,papers about the support mechanism and quantitative analysis of the support effect of shed-pipe and grouting technology are scarce. First,efforts are made to explore the support mechanism of the shed-pipe and grouting technology in the excavation of shallow-buried and surrounding soft rock. Then,examples of tunneling construction of the weathering and crushed zone of the exit of certain double-arch tunnels are presented. By the fast language analysis of continua (FLAC) simulating of the stress field,the displacement field of the surrounding rock,and support structure in two conditions (without and with shed-pipe grouting),the papers present a quantitative analysis of the support effect of the sheet pile grouting technology. Finally,the conclusions are obtained as following:(1) shed-pipe grouting technology can considerably improve the stability of the surrounding rock;(2) it can dramatically reduce the deformation and load of the support structure of the tunnel;and (3) it can avoid cave while excavating in shallow-buried and soft ground,as a good advanced support technique.

TEST STUDY ON STABILITY OF FINE GRAINED TAILINGS DAM IN GEO-GRID REINFORCEMENT SITUATION

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 2005, 24 (06): 1030-1030 doi:
[PDF] 69 KB (1317)     [HTML]
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Taking the materials of the fine tailings from Longdu tailings pond as a case study,the model,based on the design tailings dam of Longdu tailings pond,was performed to study the stability of fine grained tailings dam in two situations,with and without geo-grid reinforcement. The effects of geo-grid reinforcement were verified. At same time,the failure patterns of dam with and without reinforcement were presented,where the former slide surface is found to be rotational and the later to be wedge. The results provide a new approach in the stability research on fine-grained tailings dam and the application of geo-grid.

DISTRIBUTION MAP FORMS OF ACTIVE EARTH PRESSURE ON RETAINING STRUCTURES IN NANNING—KUNMING RAILWAY

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 2005, 24 (06): 1035-1035 doi:
[PDF] 130 KB (1050)     [HTML]
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Distribution of earth pressure is an important problem in engineering design. According to the measured data of earth pressures on retaining structures in Nanning—Kunming railway,the amended parabola distribution map form is presented based on theoretical model. Furthermore,the formulas for calculating maximum point of earth pressure,resultant earth pressure,and its point of application,are achieved. Analysis of fitting map forms for earth pressure on above retaining structures shows that the earth pressures on retaining wall and these on soil nailing wall are identical to the Coulomb¢s active earth pressure. Accordingly,simplified map forms of earth pressure distributions in Nanning—Kunming railway are achieved.

CONSOLIDATION OF GROUND WITH PARTIALLY PENETRATED VERTICAL DRAINS UNDER TIME-DEPENDENT LOADING

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 2005, 24 (06): 1041-1041 doi:
[PDF] 142 KB (946)     [HTML]
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Existing consolidation model of ground with partially penetrated vertical drains under instantaneous loading is extended for time-dependent loading. Based on the principle of superposition in linear partial differential equations,the solutions for the consolidation of ground with partially penetrated vertical drains under time-dependent loading are developed by decomposing time-dependent loading into instantaneous loading. Using the solution method mentioned above,pore pressure dissipation of a soft ground with partially penetrated vertical drains under single ramp loading and multi-ramp loading is analyzed. It is shown that,under the effect of loading time,the scope of average consolidation degree of the section with vertical drain is greater than that of the section without it,but the latter lasts much longer. It also shows that multi-ramp loading can be replaced by a single ramp loading in preliminary design,which has less effect on average consolidation degree when time is comparatively long.

THEORETICAL STUDY ON AXIAL DECOUPLING COEFFICIENTS OF SMOOTH BLASTING WITH AIR CUSHION CHARGING CONSTRUCTION

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 2005, 24 (06): 1047-1047 doi:
[PDF] 109 KB (1325)     [HTML]
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Charged with air cushion,the blasting mechanism of smooth blasting with soft cushion charging construction is studied. Namely,the soft cushion can not only decrease the pressure of explosion shock waves and explosive gases in order to reduce the shock compress breaking on hole-wall,but also can extend the action time of explosive gas-pressure and improve the quality of breaking cracks of smooth blasting under the quasi-static pressure of explosive gases. According to the requirements of smooth blasting,axial decoupling coefficients of charging construction with air soft cushion are analyzed. Correspondingly,the theoretical calculation formulas are presented. Finally,the axial decoupling coefficient values of smooth blasting in some rocks with air layer are calculated,and the air soft cushion charging construction is used in engineering practice of smooth blasting. The results show that air soft cushion is an effective smooth blasting charging construction.

STUDY ON THERMAL REGIME OF HIGH-TEMPERATURE FROZEN SOIL WHILE CONSTRUCTION OF CAST-IN-PLACE PILE

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 2005, 24 (06): 1052-1052 doi:
[PDF] 61 KB (1124)     [HTML]
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The thermal regime of larger diameter cast-in-place pile in group in high-temperature permafrost regions has seldom been reported. Field observation shows that the heat from circulating slurry and concrete pile rather disturb the thermal regime of the frozen ground during the percussion drilling process and the cement hydration period. The increasing rate of temperature in different layers of frozen soil varies with the ice content and the initial temperature in frozen soil. At the end of the cement hydration exothermic period,the raising temperature of the frozen soil and the decreasing temperature of the concrete pile tend to be the same value-the thawing temperature of frozen soil. After 180 day increasing,the temperature of frozen soil begins to drop slowly at the rate of 0.02 ℃/(60 d). Although the upper layer soil can be cooled down directly in the following winter,it is warmed up again afterwards while pit is excavated and the low built base slab of abutment is cast in warm weather. In the layer beyond the direct affect of the air temperature,the temperature decreasing (refreezing) process is quite slow,so it is difficult for the thawing high temperature permafrost around the cast-in-place pile in group to refreeze in the short construction period.

DEFORMATION PROPERTIES OF SOFT SUBSOIL UNDER LARGE-SCALE PRELOAD

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 2005, 24 (06): 1056-1056 doi:
[PDF] 93 KB (1099)     [HTML]
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An in-situ monitor was installed on large-scale preloading field,where the field monitoring was preformed and lasted for three years. With the help of the date analysis of field monitoring,the paper presents the correlations among subsoil deformation, preloading construction,subsoil properties,permeability coefficient,and time period. It is found that deformation properties of soft subsoil under large-scale preloading are different from these under common loading,and the deformation and consolidation laws of soft subsoil with different border conditions during the period of preloading are obtained. The achieved results can provide a basis for the analysis and calculation of consolidation and settlement for soft subsoil.

A STUDY OF CONSTRUCTION TECHNIQUE FOR THE NANJING SUBWAY STATION UNDER THE NANJING RAILWAY STATION

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 2005, 24 (06): 1061-1061 doi:
[PDF] 109 KB (1168)     [HTML]
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The Nanjing subway station of Nanjing metro No.1 is the first subway station under the railway station in China,which is constructed with mining method. Constrained by the railway construction field,the Nanjing subway station is subdivided into three parts:(1) the southern cutting part,(2) the northern cutting part,and (3) the connecting part. The connecting tunnels constructed with mining method have a large span,a shallow coverage,and a little distance between two lines. In this paper,the connecting tunnels construction method and the railway reinforcement method are discussed.

TESTING AND ANALYSIS ON VIBRATION OF SUBGRADE FOR QINHUANGDAO—SHENYANG RAILWAY

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 2005, 24 (06): 1067-1067 doi:
[PDF] 83 KB (1338)     [HTML]
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The vibrations of subgrade in the Qinhuangdao—Shenyang rail line are tested by ambient excitation and train loads excitation. The frequency of the trains load,the nature frequency,and vibration frequency of subgrade under trains load are obtained through frequency spectrum analysis. The frequency structure of the subgrade and the relationship between the vibration acceleration and train speed are analyzed. The results show that vibrations of the subgrade have close relation with the nature frequency of the subgrade and train velocities. It is also shown that,at a certain train velocity,the vibration acceleration will reach to maximum value.

ANALYTIC CALCULATION OF P - S CURVE OF BOLTS BASED ON BILINEAR LOAD-TRANSFER FUNCTION

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 2005, 24 (06): 1072-1072 doi:
[PDF] 100 KB (1118)     [HTML]
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The load-transfer mechanism on bolts is one of the two major research interests in anchorage theory. With bilinear load-transfer function,a set of analytical equations for p - s curve calculation is established. The analytical bearing capacity of bolts is presented herein. A case study is then carried out to observe the performance of the p - s curve calculation equations and the analytical bearing capacity formulation with expected satisfactory results.

EXPERIMENTAL STUDY ON THE EXPLOSION CRATER OF ICE-RICH FROZEN SOIL ALONG QINGHAI—TIBET RAILWAY

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 2005, 24 (06): 1077-1077 doi:
[PDF] 60 KB (907)     [HTML]
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Qinghai—Tibet railway is now being built,and much more frozen soil is needed to be blasted. However,only a few research works on the blasting of frozen soil had been performed. A number of explosion crater tests on ice-rich frozen soil were carried out along Qinghai—Tibet railway. The optimum depth and maximum volume are obtained,and the optimum blasting parameters are also achieved.

INVESTIGATION AND MECHANISM ANALYSIS OF THE MAJOR SECONDARY HARMFUL FROZEN-SOIL PHENOMENA ALONG QINGHAI—TIBET RAILWAY

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 2005, 24 (06): 1082-1082 doi:
[PDF] 34 KB (1103)     [HTML]
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A number of secondary harmful frozen soil phenomena were found along Qinghai—Tibet railway which are being developed since the completion of construction of the railway. The distribution laws and danger of these phenomena are discussed. These are mainly caused by disturbance of ground water condition and thermal stability. Some key principles to control these disasters are also discussed.

FIELD EXPERIMENT ON DISTRIBUTION CHARACTERS OF AIR TEMPERATURE AND GROUND TEMPERATURE IN KUNLUNSHAN TUNNEL OF QINGHAI—TIBET RAILWAY

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 2005, 24 (06): 1086-1086 doi:
[PDF] 75 KB (887)     [HTML]
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Several sections were set up to observe the air temperature and ground temperature in Kunlunshan tunnel. Based on the observed data,the distribution characters of the air temperature,ground temperature,and temperature on two sides of an insulation layer in this tunnel,were analyzed. It is found that (1) air temperature on the top is higher than that on the bottom of the tunnel,and air temperature is lower at the end of tunnel than that in the center of the tunnel. The influence of air temperature outside tunnel gradually becomes weaker as the distance from entrance and exit increasing;(2) ground temperature linearly decreases with the depth along surrounding rocks increasing and it becomes negative at a certain depth;(3) the thawed areas appear in the rocks surrounding the tunnel after excavation and the thickness of thawed areas is mainly influenced by air temperature;and (4) the effect of thermal insulation of insulation layer is good for tunnel in cold regions.

梁卫国博士论文摘要

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 2005, 24 (06): 1090-1090 doi:
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梁卫国博士论文摘要

王占江博士论文摘要

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 2005, 24 (06): 1091-1091 doi:
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王占江博士论文摘要

范厚彬博士论文摘要

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 2005, 24 (06): 1092-1092 doi:
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范厚彬博士论文摘要
Copyright © 2005-2015 Edited and Published by Editorial Office for Chinese Journal of Rock Mechanics and Engineering
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