| Issue |
Title |
File |
| Vol 55, No 6 (2019) |
“Pile - Steel Support - Anchor” System for Foundation in Rock-Soil Layer |
|
|
Bai X., Chen X., Zhang M.
|
| Vol 54, No 1 (2017) |
CFA Pile Carrying Capacity Determination in Weak Clay Soils for Renovated-Building Foundations |
|
|
Polishchuk A.I., Tarasov A.A.
|
| Vol 56, No 4 (2019) |
Experimental Studies of the Unit Side Friction Resistance of Soil to Static Penetration Depending on Probe Dimensions |
|
|
Isaev O.N., Sharafutdinov R.F., Ryzhkov I.B., Zakatov D.S.
|
| Vol 54, No 1 (2017) |
Response of a Single Pile Subjected to Tension Load by Using Softening Models |
|
|
Xu F., Zhang Q., Li L., Wang K., Zhang S., He P.
|
| Vol 54, No 2 (2017) |
3D Transport of Solute in Deformable Soils with Different Adsorption Modes |
|
|
Zhi-hong Z., Yuan-fang F., Xiu-li D.
|
| Vol 53, No 5 (2016) |
A Closed-Form Solution for the Limit Pressure of Cylindrical Cavity Expansion in Anisotropic Clay |
|
|
Zhou H., Liu H.L., Kong G.Q.
|
| Vol 53, No 6 (2017) |
A Correction Term in the Terzaghi Equation for Subsoil Bearing Capacity Analysis |
|
|
Fedorovskii V.G.
|
| Vol 56, No 3 (2019) |
A Field Experimental Study on the Diffusion Behavior of Expanding Polymer Grouting Material in Soil |
|
|
Guo C., Sun B., Hu D., Wang F., Shi M., Li X.
|
| Vol 53, No 6 (2017) |
A Model Characterizing Deterioration at Earthen Sites of the Ming Great Wall in Qinghai Province, China |
|
|
Du Y., Chen W., Cui K., Gong S., Pu T., Fu X.
|
| Vol 53, No 6 (2017) |
A New Draft Code of Practice for Designing Subsoil and Footings of High-Rise Buildings |
|
|
Shulyat’ev O.A., Shulyat’ev S.O.
|
| Vol 52, No 6 (2016) |
A New Method of Determining Pile Skin Friction Forces that Considers the Direction of Vertical Load |
|
|
Samorodov A.V., Tabachnikov S.V.
|
| Vol 53, No 5 (2016) |
A New Model for Determining Slope Stability Based on Seismic Motion Performance |
|
|
Gordan B., Armaghani D.J., Adnan A.B., Rashid A.S.
|
| Vol 54, No 1 (2017) |
A Nonlinear Approach for Time-Dependent Settlement Analysis of a Single Pile and Pile Groups |
|
|
Feng S., Li X., Jiang F., Lei L., Chen Z.
|
| Vol 53, No 1 (2016) |
A Numerical Study of the Active Earth Pressure on a Rigid Retaining Wall for Various Modes of Movements |
|
|
Benmebarek N., Labdi H., Benmebarek S.
|
| Vol 55, No 4 (2018) |
A Simple Evaluation Method of Slope Safety under Rainfall Based on Experiments of Infiltration into Soil Column |
|
|
Li B., Chen Y., Xu J., Kong Q.
|
| Vol 56, No 1 (2019) |
A Simple Method for Calculating Settlement-Time Curves of PVD-Improved Deposits |
|
|
Xu F., Chai J., Nie R., Leng W., Yang Q., Zhou Y.
|
| Vol 54, No 4 (2017) |
A Static Solution for the Problem of the Stability of a Smooth Freestanding Sheet Pile Wall |
|
|
Karaulov A., Korolev K.
|
| Vol 53, No 1 (2016) |
A Study of a Slump in the Moscow River Slope |
|
|
Kolybin I.V., Popsuenko I.K., Kogai V.K.
|
| Vol 53, No 5 (2016) |
A Study of Foundation Design for Wind Turbines in Hasanbeyli, Turkey |
|
|
Cabalar A.F., Uyan R.S., Akbulut N.
|
| Vol 53, No 5 (2016) |
A Study of the Strength and Stability of Fortress Walls and Towers at the Moscow Kremlin |
|
|
Il’ichev V., Nikiforova N., Dmitriev V., Ponomarev O., Devyatov S., Kostyukov E.
|
| Vol 55, No 1 (2018) |
Actualized Procedure for the Engineering Analysis of Primary and Secondary Consolidations of Water-Saturated Soils |
|
|
Bezvolev S.G.
|
| Vol 54, No 4 (2017) |
Allowing for Lateral Soil Pressure 'Pump-Up' in Evaluating the Efficacy of Stabilizing the Filling Soils of Support Structures |
|
|
Gutkin Y.M.
|
| Vol 55, No 4 (2018) |
Amplitude Ratio Effect on Dynamic Characteristics of Remolded Soft Clay Under Train Loads |
|
|
Yang S., Wenhan D., Hanlong L., Baoguang W., Qincheng W.
|
| Vol 56, No 4 (2019) |
An Analytical Study on Blast-Induced Ground Vibration with Gravitational Effect |
|
|
Ma Q., Zhou F., Zhang W., Li Y.
|
| Vol 55, No 4 (2018) |
An Approach for Capacity Calculation of Shaped Pile Group Under Uplift Load |
|
|
Kong G.Q., Zhou L.D., Gu H.W., Qin H.Y.
|
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