Rock and Soil Mechanics 2014 Issue z2 Analysis of rockburst proneness under condition of combining spalling

Analysis of rockburst proneness under condition of combining spalling

..............page:1-7

Experimental study of base reaction and deformation characteristic of variable-length CFG pile composite foundation for frame-tube structure

..............page:8-16

Study of diffusion parameters of Newtonian fluid based on column-hemispherical penetration grouting

..............page:17-24

Experiment study of calculation method for pile negative side friction in fill site

..............page:25-29

Improvement on safety coefficient of heave-resistant stability of excavations

..............page:30-36

Study and application of deformation characteristics of compacted loess

..............page:37-44

Experimental study of mechanical properties of argillaceous sandstone under wet and dry cycle in acid environment

..............page:45-52

Experimental study of creep property of soft clay under different stress conditions

..............page:53-60

Parameter inversion of nonlinear constitutive model of rockfill materials using observed deformations after dam construction

..............page:61-67,74

Composite ground settlement calculating method with displacement non-compatibility between deep mixing columns and surrounding soil

..............page:68-74

Study of constitutive model of sand-geogrid interface behavior in geogrid/geotextile reinforced soil

..............page:75-84

Relevant experiments, models and environmental effect of shale gas production

..............page:85-100

yan tu li xue zheng gao jian ze

..............page:封2

Model tests research on horizontal bearing behavior of JPP pile under different combinations

..............page:101-106,113

Study of test methods of saturated soil shear strength considering effects of stress history

..............page:107-113

Test model research on low strength similar material of Shanghengshan multilayer shale deposit

..............page:114-120

Analysis of soil vertical additional loads induced by pipe jacking construction

..............page:121-128

A method for predicting evaporation process in unsaturated soil surface

..............page:129-134

Effects of grouting on mechanical properties of soil nailing

..............page:135-141

Strength experimental study of palm reinforced Shanghai clay

..............page:142-148

Model test of artificial ground freezing in shallow-buried rectangular cemented soil

..............page:149-155,161

Linear optimization method for shear strength parameters of rock mass

..............page:156-161

Fractional nonlinear creep constitutive model of salt rock

..............page:162-167

Dynamic thickening characteristics and mathematical model of total tailings

..............page:168-172,179

Effects of addition of zeolite on compressibility and hydraulic conductivity of clayey soil-bentonite backfills for slurry-trench walls

..............page:173-179

Centrifuge model tests on vertical bearing capacity of single pile in silty clay

..............page:180-184

Internal force test research on pile-anchor retaining structure of metro station deep foundation

..............page:185-197

Study of external water pressure estimation method for reinforced concrete lining of hydraulic tunnels

..............page:198-203,210

Research on effective elastic mechanical properties of medium rank coal

..............page:204-210

Analysis of high temperature damage and modulus of sandstone

..............page:211-216

Energy variational solution for settlement of buried pipeline induced by tunneling

..............page:217-222,231

Analytical solution for consolidation of composite foundation with sand drains and cement-soil mixing piles

..............page:223-231

Analysis of coupled seepage and deformation of expansive soil foundation under low embankment

..............page:232-239

Study of method for determining bearing capacity of composite foundation by in-situ loading test

..............page:240-244,249

Calculation of the ultimate uplift capacity of single piles in sand

..............page:245-249

Study of mechanical characters of anti-sliding pries considering different foundation coefficients of sliding bed

..............page:250-256

Model test of highway tunnel construction underlying triple-decker mined-out area

..............page:257-266

Research on effect of post grouting at pile tip on bearing behavior of single pile

..............page:267-271

Effect of drying-wetting cycles on compacted wide grading gravelly soil

..............page:272-277

Application of shape acceleration array technology to shaking table model test of soil-structure system

..............page:278-283

Study of blasting vibration and deformation control for metro construction beneath existing metro tunnel in short distance

..............page:284-289

Theory of multi-bench retaining for large area foundation pit and its engineering application

..............page:290-298

Discussion on key issues of TBM construction for long and deep tunnels

..............page:299-305

Selection and application research on shear strength index of soft soil for ultra deep foundation pit in Wuhan

..............page:306-312,318

Settlement and contact pressure characteristics of the main building and annex with post-cast strips on medium or low compressible soil

..............page:313-318

Shield construction influences on piles and classification of adjacent pile degree

..............page:319-324

Risk analysis and trend prediction of long inclined-shaft construction in coalmine by TBM

..............page:325-331

Research on bearing capacity of Angola Quelo sand strata

..............page:332-337

Blasting vibration parameters using comprehensive regression of wavelet denoising and particle swarm optimization algorithm

..............page:338-342

Field test and numerical simulation of deformation characteristics of embankment on soft ground under different filling speeds

..............page:343-349

Research progress in pressure-relief mining

..............page:350-358,363

Application of pedestal uplift piles to Yujiapu north-south undergound garage in Tianjin

..............page:359-363

Settlement calculation and analysis of embankment with squeezing thick silt by blasting

..............page:364-369

Analysis of damage causes of a metro station passageway

..............page:370-378,385

Reliability analysis of casing of underground salt rock gas storage during operation period

..............page:379-385

Application of Kriging methods and multi-fractal theory to estimate of geotechnical parameters spatial distribution

..............page:386-392

Study of basal bearing capacity for soil nailing walls

..............page:393-397

Back analysis of proportional coefficient of horizontal resistance in vertical elastic subgrade beam method for deep excavations

..............page:398-404,411

Application of improved genetic algorithm and support vector machine to clustering analysis of rock mass structural plane

..............page:405-411

Influence of pressure-relief of confined aquifer on existing tunnel under conditions of different inserted lengths of diaphragm wall

..............page:412-421,428

Evaluation of landslide susceptibility degree based on catastrophe theory

..............page:422-428

Study of parameter optimization of support in deep steeply inclined roadway with unsymmetrical loadings

..............page:429-436

Research on landslide susceptibility based on Mamdani-FIS model

..............page:437-444

Study of blasting vibration control technology of up and down cross tunnel

..............page:445-452

Study of distribution law of earth pressure acting on shield tunnel lining based on in-situ data

..............page:453-459

Study of reasonable width of full-mechanized top-coal caving with large mining height

..............page:460-466

Damage analysis of urban metro tunnel under strike-slip fault

..............page:467-473

Analysis of impact of surrounding rock post-grouting for large oil cavern on its water seal ability based on fluid-solid coupling

..............page:474-480

Study of spatial effect of excavation face for underground facility and its application

..............page:481-487

Anti-seismic stability analysis of entrance and high slope of water tunnel for a nuclear power plant

..............page:488-494

Study of time effect on top-down excavation of Shanghai Zhongshan Hospital

..............page:495-500

Characteristics of in-situ stress at Mengshan fault and its stability analysis

..............page:501-507

Inversion of rock mass mechanical parameter in underground powerhouse of Baishan pumped storage station

..............page:508-513

Analysis of effect of anchor on deformation and force of double-row piles

..............page:514-519,527

Dynamic response and local failure mechanism of division pier under blasting impact load

..............page:520-527

Two-stage analysis of responses of bridge pile foundations to adjacent surcharge

..............page:528-534

Influences on surface structure induced by shield tunneling in Tianjin soft ground area

..............page:535-542

Dynamic point safety factor analysis method of seismic stability of geosynthetics reinforced soil slope

..............page:543-547,571

Analysis of stress path and deformation-failure mechanism of high cutting loess slope

..............page:548-555

2D finite element analyses of effects of plastic dilatancy gradient on T-H-M coupling in porous rock mass

..............page:556-564

FLAC3D simulation of horizontal displacement and axial force of soil nailing in silty sand soil nailing wall

..............page:565-571

Numerical analysis of grouting-screw pile uplift bearing capacity

..............page:572-578

Time series forecast of foundation pit deformation based on LSSVM-ARMA model

..............page:579-586

Direct shear tests and PFC2D numerical simulation of colluvial mixture

..............page:587-592

Dynamic numerical analysis of liquefiable sand soil foundation reinforced by compacted gravel pile

..............page:593-599

Mechanism and numerical analysis of effect of air injection on vacuum preloading for weak foundation improvement

..............page:600-606

Analysis and numerical simulation of vacuum well point dewatering test

..............page:607-612,618

Numerical simulation for direct shear tests with strain softening constitutive contact elements

..............page:613-618

Displacement superposition method of numerical analysis for determining influence of complex metro station construction on deformation of adjacent buildings

..............page:619-625

Study of the coupling model of rock elastoplastic stress-seepage-damage (Ⅰ) :Modelling and its numerical solution procedure

..............page:626-637,644

Research on intelligent identification methods for in-situ stress field base on complex geological body

..............page:638-644

Structure effects of random joint network rock mass on seismic response of underground caverns

..............page:645-652

Stability analysis of three-dimensional bridge abutment slope based on strength reduction method for inhomogeneous slope

..............page:653-661

Discussion on high-order numerical manifold method based on hexahedron element

..............page:662-666,675

Discrete element simulation analysis of formation mechanism of Xiaonanhai landslide in Chongqing city

..............page:667-675

Finite element simulation of permeable pipe pile driving considering consolidation process

..............page:676-682

Discussion on geophysical methods applied to investigation of coral island and reef

..............page:683-689

Surveying hidden dangers in soil above vault lining of metro

..............page:690-694

Model experiment study of pipe pile driving into soil using FBG-BOTDA sensing monitoring technology

..............page:695-702