| Шығарылым |
Атауы |
Файл |
| Том 55, № 6 (2019) |
“Pile - Steel Support - Anchor” System for Foundation in Rock-Soil Layer |
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Bai X., Chen X., Zhang M.
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| Том 54, № 1 (2017) |
CFA Pile Carrying Capacity Determination in Weak Clay Soils for Renovated-Building Foundations |
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Polishchuk A., Tarasov A.
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| Том 56, № 4 (2019) |
Experimental Studies of the Unit Side Friction Resistance of Soil to Static Penetration Depending on Probe Dimensions |
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Isaev O., Sharafutdinov R., Ryzhkov I., Zakatov D.
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| Том 54, № 1 (2017) |
Response of a Single Pile Subjected to Tension Load by Using Softening Models |
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Xu F., Zhang Q., Li L., Wang K., Zhang S., He P.
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| Том 54, № 2 (2017) |
3D Transport of Solute in Deformable Soils with Different Adsorption Modes |
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Zhi-hong Z., Yuan-fang F., Xiu-li D.
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| Том 53, № 5 (2016) |
A Closed-Form Solution for the Limit Pressure of Cylindrical Cavity Expansion in Anisotropic Clay |
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Zhou H., Liu H., Kong G.
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| Том 53, № 6 (2017) |
A Correction Term in the Terzaghi Equation for Subsoil Bearing Capacity Analysis |
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Fedorovskii V.
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| Том 56, № 3 (2019) |
A Field Experimental Study on the Diffusion Behavior of Expanding Polymer Grouting Material in Soil |
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Guo C., Sun B., Hu D., Wang F., Shi M., Li X.
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| Том 53, № 6 (2017) |
A Model Characterizing Deterioration at Earthen Sites of the Ming Great Wall in Qinghai Province, China |
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Du Y., Chen W., Cui K., Gong S., Pu T., Fu X.
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| Том 53, № 6 (2017) |
A New Draft Code of Practice for Designing Subsoil and Footings of High-Rise Buildings |
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Shulyat’ev O., Shulyat’ev S.
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| Том 52, № 6 (2016) |
A New Method of Determining Pile Skin Friction Forces that Considers the Direction of Vertical Load |
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Samorodov A., Tabachnikov S.
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| Том 53, № 5 (2016) |
A New Model for Determining Slope Stability Based on Seismic Motion Performance |
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Gordan B., Armaghani D., Adnan A., Rashid A.
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| Том 54, № 1 (2017) |
A Nonlinear Approach for Time-Dependent Settlement Analysis of a Single Pile and Pile Groups |
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Feng S., Li X., Jiang F., Lei L., Chen Z.
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| Том 53, № 1 (2016) |
A Numerical Study of the Active Earth Pressure on a Rigid Retaining Wall for Various Modes of Movements |
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Benmebarek N., Labdi H., Benmebarek S.
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| Том 55, № 4 (2018) |
A Simple Evaluation Method of Slope Safety under Rainfall Based on Experiments of Infiltration into Soil Column |
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Li B., Chen Y., Xu J., Kong Q.
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| Том 56, № 1 (2019) |
A Simple Method for Calculating Settlement-Time Curves of PVD-Improved Deposits |
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Xu F., Chai J., Nie R., Leng W., Yang Q., Zhou Y.
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| Том 54, № 4 (2017) |
A Static Solution for the Problem of the Stability of a Smooth Freestanding Sheet Pile Wall |
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Karaulov A., Korolev K.
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| Том 53, № 1 (2016) |
A Study of a Slump in the Moscow River Slope |
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Kolybin I., Popsuenko I., Kogai V.
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| Том 53, № 5 (2016) |
A Study of Foundation Design for Wind Turbines in Hasanbeyli, Turkey |
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Cabalar A., Uyan R., Akbulut N.
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| Том 53, № 5 (2016) |
A Study of the Strength and Stability of Fortress Walls and Towers at the Moscow Kremlin |
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Il’ichev V., Nikiforova N., Dmitriev V., Ponomarev O., Devyatov S., Kostyukov E.
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| Том 55, № 1 (2018) |
Actualized Procedure for the Engineering Analysis of Primary and Secondary Consolidations of Water-Saturated Soils |
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Bezvolev S.
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| Том 54, № 4 (2017) |
Allowing for Lateral Soil Pressure 'Pump-Up' in Evaluating the Efficacy of Stabilizing the Filling Soils of Support Structures |
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Gutkin Y.
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| Том 55, № 4 (2018) |
Amplitude Ratio Effect on Dynamic Characteristics of Remolded Soft Clay Under Train Loads |
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Yang S., Wenhan D., Hanlong L., Baoguang W., Qincheng W.
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| Том 56, № 4 (2019) |
An Analytical Study on Blast-Induced Ground Vibration with Gravitational Effect |
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Ma Q., Zhou F., Zhang W., Li Y.
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| Том 55, № 4 (2018) |
An Approach for Capacity Calculation of Shaped Pile Group Under Uplift Load |
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Kong G., Zhou L., Gu H., Qin H.
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| Нәтижелер 271 - 1/25 |
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