Rock and Soil Mechanics 2014 Issue 6 yan tu li xue zheng gao jian ze

..............page:封3

Time-dependent theoretical model of rock strength evolution

..............page:1521-1527

Study of strength characteristics of stabilized soil by using stabilizing agent GX08 treating marine and lacustrine soft soil in Hangzhou

..............page:1528-1533,1554

A hyperbola strength formula of structural loess and its modifying algorithm under failure stress state

..............page:1534-1540

Study of nonlinear creep model of frozen red sandstone

..............page:1541-1546

Test study of damage failure of jointed rock mass under freezing-thawing cycles

..............page:1547-1554

Disturbance mechanism of blasting excavation to aquiferous rock crack propagation

..............page:1555-1560

Study of physico-mechanical properties of dam body materials in capillary water fringe of a certain tailings dam

..............page:1561-1568

Note on three-dimensional rheological rate of rockfill material

..............page:1569-1571,1592

Experimental study of lateral earth pressure of rigid pile composite foundation

..............page:1572-1578

Fracture coalescence mechanism of single flaw rock specimen due to freeze-thaw under triaxial compression

..............page:1579-1584

Study of interface shear characteristic between unsaturated high liquid limit clay and geotextiles considering suction change

..............page:1585-1592

Computerized tomography (CT) scanning test research on intact moraine soil on west side of Yulong snow mountain

..............page:1593-1599,1622

Experimental study of soil arching effect in geogrid reinforced pile supported embankment under train dynamic load

..............page:1600-1606

Solution of consolidation by surcharge preloading considering compressibility and varying hydraulic conductivities in smear zone

..............page:1607-1616

Investigation of blocking effect on groundwater seepage of piles in aquifer

..............page:1617-1622

Field test on earth pressure of ancient seawall with different backfills for Qiantang River

..............page:1623-1628

Study of constitutive relation of interface between frozen Qinghai-Tibet silt and concrete

..............page:1629-1633

Analysis of evolution of particles and pores in creep process of dredger fill soft soil

..............page:1634-1640

Macroscopic properties and microstructure analyses of deep-sea sediment

..............page:1641-1646

Simulation of constitutive curves for strain-softening rock in triaxial compression

..............page:1647-1654

Investigation on strength and microstracture of naturally cemented calcareous soil

..............page:1655-1663

Dynamic response analysis of column-net structure subgrade and reinforced cushion under cyclic loading

..............page:1664-1670

Field test research on method for connecting embankment retaining wall and prestressed pipe piles

..............page:1671-1678

Experimental research on circumjacent earth pressure on coal handling conduit under high earth-fill

..............page:1679-1686

Analysis of small-sized plate loading test of quality test on railway subgrade compaction

..............page:1687-1694

Research on deformation failure mechanism and stability of slope rock mass containing multi-weak interlayers

..............page:1695-1702

Principal stress difference transfer law and support in large-section open-off cut

..............page:1703-1710

Dry-out effect and site selection for CO2 storage in deep saline aquifers

..............page:1711-1717

Research on multi-factor optimization of underground laminated salt rock storage group based on orthogonal experimental design

..............page:1718-1726

Comprehensive risk analysis of TBM construction accident induced by tunnel deformations

..............page:1727-1734

An investigation into application of bio-enzyme-based soil stabilization technology to Hong Kong

..............page:1735-1742

An algorithm of obtaining shear strength of rock mass based on nonlinear relationship proposed by Hoek and its application to engineering

..............page:1743-1750

Study of gully bed erosion depth of viscous debris flow

..............page:1751-1755

Analysis of three-dimensional stability of slope in foundation pit using point safety factor

..............page:1756-1761

Improved Koppejan creep model and its application

..............page:1762-1767

Study of stability of explicit finite element method for wave motion of two-phase medium based on transfer matrix

..............page:1768-1774

Seismic dynamic response analysis of breakwater under traveling wave excitations

..............page:1775-1781

Investigation on finite element upper bound solution based on rigid translatory moving element

..............page:1782-1786,1808

Discontinuous deformation analysis based on linear complementarity theory

..............page:1787-1794

Series solution to one-dimensional consolidation in unsaturated soils based on the homology analysis method

..............page:1795-1800

Development and verification of 3D bounding surface model for rockfill materials in FLAC

..............page:1801-1808

Modeling initiation and propagation of main and secondary cracks of rock under combined compression and shear loading using extended finite element method

..............page:1809-1817

2D analysis of nonlinear seismic effect characteristics of multi-geomorphic composite site

..............page:1818-1824