| Issue |
Title |
File |
| Vol 55, No 4 (2018) |
A Simple Evaluation Method of Slope Safety under Rainfall Based on Experiments of Infiltration into Soil Column |
(Eng)
|
|
Li B., Chen Y., Xu J., Kong Q.
|
| Vol 55, No 4 (2018) |
Stability Analysis of Bolts Reinforced Rock Jointed Slope by Considering the Transverse Effects |
(Eng)
|
|
Su C., Cheng Y.
|
| Vol 55, No 3 (2018) |
On the Stress-Strain State and Load-Bearing Strength of Argillite-Like Clays and Sandstones |
(Eng)
|
|
Ponomarev A.B., Sychkina E.N.
|
| Vol 55, No 3 (2018) |
Three-Dimensional Analyses of Bored Pile and Barrette Load Tests Subjected to Vertical Loadings |
(Eng)
|
|
Rafa S.A., Moussai B.
|
| Vol 55, No 3 (2018) |
Modeling of Coupled Heat-Moisture Transfer and Deformation Behavior of Frozen Soil |
(Eng)
|
|
He M., Feng X., Li N.
|
| Vol 55, No 2 (2018) |
Effect of Subsoil Discontinuities on Superstructure Behavior |
(Eng)
|
|
Barvashov V.A.
|
| Vol 55, No 2 (2018) |
The Stress-Strain State of a Finite Rectangular Domain Under a Uniformly Distributed Strip Load |
(Eng)
|
|
Ter-Martirosyan Z.G., Ter-Martirosyan A.Z., Luzin I.N.
|
| Vol 55, No 2 (2018) |
Effects of Pile Residual Loads on Skin Friction and Toe Resistance |
(Eng)
|
|
Nie R., Leng W., Yang Q., Frank Chen Y.
|
| Vol 55, No 2 (2018) |
Analysis of the Interaction of Drill-Injection Piles with Soil Foundation |
(Eng)
|
|
Pronozin Y.A., Samokhvalov M.A.
|
| Vol 55, No 2 (2018) |
Analysis of the Response of Pile Groups Considering Pile–Cap–Soil Interaction in Layered Soil |
(Eng)
|
|
Cui W., Zheng X.
|
| Vol 55, No 1 (2018) |
Actualized Procedure for the Engineering Analysis of Primary and Secondary Consolidations of Water-Saturated Soils |
(Eng)
|
|
Bezvolev S.G.
|
| Vol 55, No 1 (2018) |
Effect of Hydraulic Pressure and Tectonic Stress on Fracture Initiation in Rock Flaws |
(Eng)
|
|
Zhang L., Ren Q., Tao M., Tong Q.
|
| Vol 55, No 1 (2018) |
An Integrated Methodology for Displacement-Based Seismic Design of Homogeneous Slopes |
(Eng)
|
|
Tiznado J., Opazo C., Silva M., Viejo N.
|
| Vol 55, No 1 (2018) |
Analysis of the Response of an Axially Loaded Pile Considering Softening Behavior of Pile-Soil System |
(Eng)
|
|
Zhang J., Zhang S., Zhang Q., Liu S., Feng R.
|
| Vol 55, No 1 (2018) |
Limit Deformation Analysis of Unsaturated Expansive Soils During Wetting and Drying Cycles |
(Eng)
|
|
Li K., Nowamooz H., Chazallon C., Migault B.
|
| Vol 54, No 6 (2018) |
On the Calculation of Groups of Piles Using Mutual Influence Coefficients in the Elastic Half-Space Model |
(Eng)
|
|
Bokov I.A., Fedorovskii V.G.
|
| Vol 54, No 6 (2018) |
Analytical Solution for Determining the Required Strength of Mine Backfill Based on its Damage Constitutive Model |
(Eng)
|
|
Qiu J., Yang L., Xing J., Sun X.
|
| Vol 54, No 5 (2017) |
Effect of Particle Size Distribution on Soil-Steel Interface Shear Behavior |
(Eng)
|
|
Liang Y., Yeh T.J., Wang J., Liu M., Hao Y.
|
| Vol 54, No 5 (2017) |
Determination of the Laying Depth of Horizontal Mine Workings by Stress State Analysis of Enclosing Soil Mass |
(Eng)
|
|
Bogomolov A.N., Bogomolova O.A., Ushakov A.N.
|
| Vol 54, No 4 (2017) |
A Static Solution for the Problem of the Stability of a Smooth Freestanding Sheet Pile Wall |
(Eng)
|
|
Karaulov A., Korolev K.
|
| Vol 54, No 4 (2017) |
Application of SPH Method in Simulation of Failure of Soil and Rocks Exposed to Great Pressure |
(Eng)
|
|
Niroumand H., Mehrizi M.E., Saaly M.
|
| Vol 54, No 4 (2017) |
An Efficient Algorithm for Calculating Rheological Parameters of Layered Soil Media Composed from Elastic-Creeping Materials |
(Eng)
|
|
Bobyleva T.N., Shamaev A.S.
|
| Vol 54, No 4 (2017) |
Use of Ground Surface Caving Model to Predict Karst Cavity Effect on Soil Mass Deformation |
(Eng)
|
|
Sheinin V.I.
|
| Vol 54, No 4 (2017) |
Boundary Effects in Simulation of Soil-Structure Interaction Problems |
(Eng)
|
|
Edip K., Garevski M., Sheshov V., Bojadjieva J.
|
| Vol 54, No 4 (2017) |
Depth Reduction Factor Assessment for Evaluation of Cyclic Stress Ratio Based on Site Response Analysis |
(Eng)
|
|
Farrokhzad F., Janalizadeh A.
|
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