Stress-Strain State of a Two-Layered Base Under Vibratory Driving of Incompressible Pile.
- Published in:
- Soil Mechanics & Foundation Engineering, 2025, v. 62, n. 1, p. 42, doi. 10.1007/s11204-025-10026-y
- By:
- Publication type:
- Article
Works matching IS 00380741 AND DT 2025 AND VI 62 AND IP 1
Results: 14
1
2
Evaluation of in Situ Loading Tests Conducted on Micropiles Used to Enhance the Bearing Capacity of Karbala Sandy Soil.
- Published in:
- Soil Mechanics & Foundation Engineering, 2025, v. 62, n. 1, p. 65, doi. 10.1007/s11204-025-10028-w
- By:
- Publication type:
- Article
3
Water Migration Model for Low-Temperature Saturated Rock Masses.
- Published in:
- Soil Mechanics & Foundation Engineering, 2025, v. 62, n. 1, p. 48, doi. 10.1007/s11204-025-10027-x
- By:
- Publication type:
- Article
4
Estimation of Soil Deformation Modulus from Cone Penetration Test Data Using Machine-Learning Methods.
- Published in:
- Soil Mechanics & Foundation Engineering, 2025, v. 62, n. 1, p. 57, doi. 10.1007/s11204-025-10034-y
- By:
- Publication type:
- Article
5
Improvement of Strength of Expansive Soil Using a Combination of Industrial Bagasse and Low-Alkali Ecological Cement.
- Published in:
- Soil Mechanics & Foundation Engineering, 2025, v. 62, n. 1, p. 94, doi. 10.1007/s11204-025-10032-0
- By:
- Publication type:
- Article
6
Torsion Deformation Mechanical Properties of U-Shaped Steel Damper under Lateral Loading.
- Published in:
- Soil Mechanics & Foundation Engineering, 2025, v. 62, n. 1, p. 100, doi. 10.1007/s11204-025-10033-z
- By:
- Publication type:
- Article
7
Numerical Simulation Study of High In-Situ Stress Surrounding Rock Under Coupled Loading Based on FLAC3D and SHPB.
- Published in:
- Soil Mechanics & Foundation Engineering, 2025, v. 62, n. 1, p. 34, doi. 10.1007/s11204-025-10025-z
- By:
- Publication type:
- Article
8
Analysis of Problems Related to Modeling Karst Underlying Underground Transport Works.
- Published in:
- Soil Mechanics & Foundation Engineering, 2025, v. 62, n. 1, p. 88, doi. 10.1007/s11204-025-10031-1
- By:
- Publication type:
- Article
9
Laboratory and In-Situ Investigations of Deviatoric Creep in Overconsolidated Clay Soils.
- Published in:
- Soil Mechanics & Foundation Engineering, 2025, v. 62, n. 1, p. 25, doi. 10.1007/s11204-025-10024-0
- By:
- Publication type:
- Article
10
Dynamic Response and Deformation Characteristics of Urban Loess Subgrade under Vehicle Loading.
- Published in:
- Soil Mechanics & Foundation Engineering, 2025, v. 62, n. 1, p. 80, doi. 10.1007/s11204-025-10030-2
- By:
- Publication type:
- Article
11
Experience and Prospects in the Use of Auger Cast Piles.
- Published in:
- Soil Mechanics & Foundation Engineering, 2025, v. 62, n. 1, p. 73, doi. 10.1007/s11204-025-10029-9
- By:
- Publication type:
- Article
12
Analytical Solutions for Settlements of a Pavement Structure on Geosynthetic-Reinforced Embankments Overlying Voids.
- Published in:
- Soil Mechanics & Foundation Engineering, 2025, v. 62, n. 1, p. 11, doi. 10.1007/s11204-025-10022-2
- By:
- Publication type:
- Article
13
Modeling Progressive Failure Behavior in the Geogrid Pullout Test.
- Published in:
- Soil Mechanics & Foundation Engineering, 2025, v. 62, n. 1, p. 20, doi. 10.1007/s11204-025-10023-1
- By:
- Publication type:
- Article
14
Assessment of Model Predictive Capabilities for True Triaxial Stress States.
- Published in:
- Soil Mechanics & Foundation Engineering, 2025, v. 62, n. 1, p. 1, doi. 10.1007/s11204-025-10021-3
- By:
- Publication type:
- Article