| Issue |
Title |
File |
| Vol 56, No 5 (2019) |
Evaluation of Karst Manifestation Parameters by Results of Numerical Calculations of Foundations |
(Eng)
|
|
Gotman N.Z.
|
| Vol 56, No 5 (2019) |
Numerical Comparison on Deformation Characteristics of the Shored Mechanically Stabilized Earth Wall Between Reduced-Scale and Full-Scale Models |
(Eng)
|
|
Ren F., Hao Q., Wang G.
|
| Vol 56, No 5 (2019) |
Precision of the Creep Coefficient and Secondary Consolidation of Water-Saturated Viscous Soil |
(Eng)
|
|
Bezvolev S.G.
|
| Vol 56, No 5 (2019) |
An Assessment of the Osmotic Pressure Effect on the Creep Properties of Silty Mudstone |
(Eng)
|
|
Ma C., Zhang T., Yao W.
|
| Vol 56, No 5 (2019) |
Numerical Investigation of the Performance of a New Anchored Micropile Structure Against Landslides |
(Eng)
|
|
Hu T., Wang T.
|
| Vol 56, No 4 (2019) |
Numerical Analysis of the Shorings of Deep Foundation Pits with Regard for the Soil Solidification |
(Eng)
|
|
Gotman A.L., Gotman Y.A.
|
| Vol 56, No 4 (2019) |
Bearing Capacity of an Eccentrically Loaded Strip Footing on Reinforced Sand Slope |
(Eng)
|
|
Abdi A., Abbeche K., Mazouz B., Boufarh R.
|
| Vol 56, No 4 (2019) |
Numerical Analysis of Settling of Foundations of Heightened Buildings by the Modulus-Free Method |
(Eng)
|
|
Utenov E.S., Zhusupbekov A.Z., Abdrakhmanova K.A., Tanyrbergenova G.K., Mukhamedzhanova A.T.
|
| Vol 56, No 4 (2019) |
Triaxial Experimental Study on Changes in the Mechanical Properties of Rocks Under Different Rates of Confining Pressures Unloading |
(Eng)
|
|
Li J., Lin F., Liu H., Zhang Z.
|
| Vol 56, No 3 (2019) |
Interaction of Gravel Piles with the Surrounding Soil and Raft |
(Eng)
|
|
Ter-Martirosyan Z.G., Ter-Martirosyan A.Z., Angelo G.O.
|
| Vol 56, No 3 (2019) |
Numerical Study: Influences of Local Radial Consolidation for Soft Clay |
(Eng)
|
|
Zhou Y., Khoteja D., Xu F.
|
| Vol 56, No 2 (2019) |
The Accelerogram-Based Probabilistic Analysis of Slope Stability |
(Eng)
|
|
Kang K., Zerkal O.V., Fomenko I.K., Pavlenko O.V.
|
| Vol 56, No 2 (2019) |
Derivation of Shukla’s Generalized Expression for Dynamic Active Thrust by Inclined Slice Element Method |
(Eng)
|
|
Peng J., Zhu Y.
|
| Vol 56, No 2 (2019) |
Effects of Uncertainty of Dynamic Shear Modulus Ratio on Design Ground Motion |
(Eng)
|
|
Hu Q., Li H., Yang G., Cai Y.
|
| Vol 56, No 1 (2019) |
A Simple Method for Calculating Settlement-Time Curves of PVD-Improved Deposits |
(Eng)
|
|
Xu F., Chai J., Nie R., Leng W., Yang Q., Zhou Y.
|
| Vol 56, No 1 (2019) |
Solution for Low Geosynthetic-Reinforced Embankments Subjected to Localized Sinkholes |
(Eng)
|
|
Zhou Y., Chen F., Lin Y.
|
| Vol 56, No 1 (2019) |
Investigation of the Load-Carrying Capacity of Barretes for a 56-Storey Residential Building |
(Eng)
|
|
Znamenskii V.V., Bakholdin B.V., Parfenov E.A., Musatova M.V.
|
| Vol 56, No 1 (2019) |
Parameter Susceptibility Analysis of the Shimen Landslide (Liaoning Province, China) |
(Eng)
|
|
Tao Y., Xue Y., Li S., Qiu D., Li Z., Zhang K.
|
| Vol 56, No 1 (2019) |
Drag Force Effect of Surface Runoff on Stability of Shallow Soil Slope |
(Eng)
|
|
Ye F., Fu W., Yuan X., Xiang Y.
|
| Vol 55, No 6 (2019) |
On the Applicability of the Influence Function Obtained from Single-Pile Calculations for the Calculation of Pile Groups |
(Eng)
|
|
Bokov I.A., Fedorovskii V.G.
|
| Vol 55, No 6 (2019) |
Dynamic Mechanical Properties of Soil Based on Fractional-Order Differential Theory |
(Eng)
|
|
Zhang Q., Zhang Q., Ji M.
|
| Vol 55, No 6 (2019) |
Simplified Method for Calculating Active Earth Pressure Against Rigid Retaining Walls for Cohesive Backfill |
(Eng)
|
|
Peng J., Zhu Y.
|
| Vol 55, No 5 (2018) |
Foundation and Pile Interaction with Swelling Soil |
(Eng)
|
|
Ter-Martirosyan Z.G., Ter-Martirosyan A.Z.
|
| Vol 55, No 5 (2018) |
Nonlinear Analysis of Tunnel Deformation and Mechanisms of Stress Transfer Caused by Basement Excavation |
(Eng)
|
|
Sun H.S., Wang L.W., Chen Y.D., Dong Y., Zhang J.H., Sun W.B.
|
| Vol 55, No 4 (2018) |
Influence of "Pile-Rocky Massif" Contact on Pile Settlement |
(Eng)
|
|
Zertsalov M.G.
|
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