| Шығарылым |
Атауы |
Файл |
| Том 56, № 4 (2019) |
The Study of the Anisotropy of Gravel Soils Under Conditions of Stabilometrical Tests |
(Eng)
|
|
Rasskazov L., Bestuzheva A., Abduloev A.
|
| Том 56, № 4 (2019) |
Experimental Studies of the Unit Side Friction Resistance of Soil to Static Penetration Depending on Probe Dimensions |
(Eng)
|
|
Isaev O., Sharafutdinov R., Ryzhkov I., Zakatov D.
|
| Том 56, № 4 (2019) |
Effect of Pore Fluid Concentration on Shear Strength of Soft Clay |
(Eng)
|
|
Fang Y., Ou Z., Li B.
|
| Том 56, № 4 (2019) |
Influence of the Initial Relative Density on the Drained Strength Properties of Soils Subjected to Internal Erosion |
(Eng)
|
|
Chen L., He J., Yao B., Lei C., Zhang Z.
|
| Том 56, № 4 (2019) |
Model Studies of Lateral Soil Pressure on Drilling Piles in Dry and Saturated Sands |
(Eng)
|
|
Olgun M., Fidan B., Yenginar Y.
|
| Том 56, № 3 (2019) |
Determining the Deformability Characteristics of Sandy Soils at a Construction Base Using Field and Laboratory Techniques |
(Eng)
|
|
Abelev M., Averin I.
|
| Том 56, № 3 (2019) |
A Field Experimental Study on the Diffusion Behavior of Expanding Polymer Grouting Material in Soil |
(Eng)
|
|
Guo C., Sun B., Hu D., Wang F., Shi M., Li X.
|
| Том 56, № 2 (2019) |
Estimating the Driven Pile Capacities for COF Project in West Kazakhstan |
(Eng)
|
|
Zhussupbekov A., Chang D., Utepov Y., Borgekova K., Omarov A.
|
| Том 56, № 2 (2019) |
Experimental Investigation of Interference Between Adjacent Footings on Layered Cohesionless Soil |
(Eng)
|
|
Boufarh R., Abbeche K., Abdi A.
|
| Том 56, № 1 (2019) |
Experimental and Numerical Investigations of the Influence of Reinforcement on the Load-Carrying Capacity of Ice Crossings |
(Eng)
|
|
Zemlyak V., Kozin V., Vasil’ev A., Ipatov K.
|
| Том 55, № 6 (2019) |
Influence of High Voltage Gradients on Electrokinetic Dewatering for Wenzhou Clay Slurry Improvement |
(Eng)
|
|
Fu H., Yuan L., Wang J., Cai Y., Hu X., Geng X.
|
| Том 55, № 6 (2019) |
Estimation of the Parameters of Quality of Jointing of Rocky Soils by the Results of Testing Bearing Piles |
(Eng)
|
|
Lushnikov V., Soldatov B.
|
| Том 55, № 6 (2019) |
Determination of Consistency Limits Based on Suction Stress Characteristic Curve |
(Eng)
|
|
Zhou F., Zhang J., Zhang H.
|
| Том 55, № 5 (2018) |
Numerical and Experimental Studies on Single Stone Columns |
(Eng)
|
|
Lajevardi S., Shamsi H., Hamidi M., Enami S.
|
| Том 55, № 3 (2018) |
Evaluation of Undrained Shear Strength of Clay Using the CPTU Pore Pressure Method |
(Eng)
|
|
Li X., Cai G., Liu S.
|
| Том 55, № 3 (2018) |
Methods for the Determination of Curvatures and the Difference Between the Slopes of Foundations as the Criteria of Deformation of the Basements of Buildings and Structures |
(Eng)
|
|
Il’ichev V., Nikiforova N.
|
| Том 55, № 2 (2018) |
Behaviors of Embankment on PVD-Improved Haiphong Clay |
(Eng)
|
|
Jang W.
|
| Том 55, № 2 (2018) |
Poisson's Ratio of Layered Soils at Different Confining Stresses Using Bender/Extender Elements |
(Eng)
|
|
Patel A., Ingale R., Bhanarkar K., Mandal A.
|
| Том 54, № 6 (2018) |
Empirical Correlation Between Electrical Resistivity and Engineering Properties of Soils |
(Eng)
|
|
Bery A., Ismail N.
|
| Том 54, № 6 (2018) |
Shear Strength Degradation Behavior of Offshore Clay Under Cyclic Loading |
(Eng)
|
|
Thian S., Lee C.
|
| Том 54, № 6 (2018) |
Effect of Soil Grading on Results of Pressure Cell Measurement |
(Eng)
|
|
Ahangari K., Jahandarlashaki M.
|
| Том 54, № 4 (2017) |
Investigation of Crude Oil Pollution Effect on Stiffness Characteristics of Sandy and Gypseous Soil |
(Eng)
|
|
Al-Adili A., Alsoudany K., Shakir A.
|
| Том 54, № 4 (2017) |
The Influence of Organic Matter Content on the Rheological Model Parameters of Soft Clay |
(Eng)
|
|
Ou Z., Fang Y.
|
| Том 54, № 3 (2017) |
Experimental Investigation of Rapid Stabilization of Soft Clay Soils Using Chemical Admixtures |
(Eng)
|
|
Shen Z., Cao Y., Fang L.
|
| Том 54, № 2 (2017) |
Increased Bearing Capacity of Piles Driven In Clay |
(Eng)
|
|
Bakholdin B., Bessmertny A., Yastrebov P.
|
| Нәтижелер 35 - 1/25 |
1 2 > >>
|
