effective stress

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Effective stress is a virtual concept of stress for the convenience of engineering calculation.

Axial effective stress of demarcation points of energy absorption and release increases with the increase number of cycles.

Every rock property, e. g. , permeability, compressibility, and acoustic velocities, has its own effective stress coefficient.

Research shows that the shear strength increases with the dissipation of the pore pressure and increasing of the effective stress.

The effective stress increment under vacuum-surcharge preloading should be the sum of excess pore water pressure dissipation.

Considering the difference of three zones, a solid-liquid coupling algorithm is presented to calculate the distribution of effective stress.

The effective stress of rock is in fact dual effective stress, i. e. primary effective stress and structural effective stress.

Saturated sand foundation is analyzed h the fully coupled three-dimension effective-stress dynamic analysis procedure.

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Typically, the magnitude of the effective stress coefficient is dependent on the stiffness of the rock.

Effective stress management involves identifying and managing both acute and chronic stress.

The maximum tool effective stress is located in the flank face near cutting edge and the shear deformation zone on the workpiece.

Seismic responses of unconsolidated sands indicate that Poisson's ratio is related to the parameters of sand with low effective stress.

A liquefaction model for saturated sand soil is established according to the principle of effective stress under explosive loading.

Non-linear coupled response model of permeability coefficient and effective stress was introduced according to water pump test results.

To achieve the relatively great effective stress, it is preferable to jack the strands at both ends and to use the plastic corrugated ducts.

The effects of effective stress on fluid parameters are different in different zones.

Water in Soil, Principle of Effective Stress, One-Dimensional Seepage, Darcy's Law.

Based on the double effective stress theory and Geomechanics, this paper has built a horizontal crustal stress calculation model.

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Based on the effective stress principle of soil, the settlement mechanism is analyzed for all-around strata by water lowering.

Effects of soil layer construction on liquefaction of sandy soil by means of effective stress analysis method

Research on Characteristics of the Effective Stress for A One-Layered Ground under One- dimension Seepage

Current situation and comment on effective stress of unsaturated soils and its mechanical characteristics research

Research on Characteristics of Effective Stress for A Double-Layered Ground under One-dimension Upward Seepage

Research on characteristics of effective stress for a layered ground under one-dimensional upward seepage

Effective stress principle of fractured rocks and its engineering application

Effective Stress Spatial Characteristic Surfaces of Sand and Its Physical Model

Fully Coupled Effective Stress Analysis of Geotechnical Engineering Problems Using a Critical State Sand Model

Effective stress method for evaluation liquefaction of inhomogeneous subsoil

Stress transmission mechanism and effective stress principle of unsaturated soil

Stress Transmission Mechanism and Effective Stress Analysis of Unsaturated Soils

Effective stress analysis for the effects of liquefaction condition on ground motions

Study on Effective Stress Distribution and Limit Flanging Coefficient in Round Hole Flanging Process

Definition and exploration for effective stress and related conception in unsaturated soil

Influence of effective stress on the coefficient of permeability of porous medium under thermal stress

The Effective Stress and Mechanical Deformation and Damage Characteristics of Gas-filled Coal

Consideration of some fundamental viewpoints in studying effective stress of unsaturated soils

Effective stress finite element analysis for seismic response of deep pile foundation

Structure Suction and Principle of General Effective Stress in Unsaturated Soils

Study on Effective Stress Principle and Elastoplastic Model for Unsaturated Soil

Conversion Relationship between Two Strength Indices for Effective Stress and Total Stress

The effective permeability rate of gas-water is decreased with the effective stress increment;

A new method for reducing large deformation effective stress analysis to total stress analysis

Generalized effective stress principle of unsaturated soils based on quantitative analysis of soil microstructure

The Calculation of Negative Friction on Pile Foundation by Effective Stress Method

Absorbed suction and principle of effective stress in unsaturated soils

Study on Shear Wave Velocity and Generalized Effective Stress Analysis

Effective stress method of stress and deformation for soil-rock fill dam after water impounding

Influence of Water Saturation and Effective Stress on Effective Permeability of Tight Sands

Testing study concerning the effect of temperature and effective stress on permeability of sandstone

Effective stress and shear strength of unsaturated soil with low water content

Effective stress transducer in saturated soils

Relation between effective stress and swelling stress of coal body

The Effect of Effective Stress on the Parameter of the low Permeability Porous Medium

Test study concerning the effect of temperature and effective stress on porosity of sandstone

Effective stress and shear strength of unsaturated soil

Effective Stress and Strain in Finite Deformation

Effective stress approach of shear strength

Study on the Effective Stress in Unsaturated Porous Media

Discussion on the principle of effective stress

The calculation of effective stress and settlement based on the variable total stress in pit dewatering

Effective stress and liquefaction of seabed under the action of standing waves