Correction to: Study of the Pile-Driving Process by the Vibration–Volume Method.
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- 2025
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- Publication type:
- Correction Notice
Works matching IS 00380741 AND DT 2025 AND VI 61 AND IP 6
Results: 16
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Study of the Pile-Driving Process by the Vibration–Volume Method.
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- Soil Mechanics & Foundation Engineering, 2025, v. 61, n. 6, p. 616, doi. 10.1007/s11204-025-10019-x
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- Publication type:
- Article
3
Reliability Analysis of the Treatment of Dam Foundations by Coupling Monitoring Measurements and Modeling.
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- Soil Mechanics & Foundation Engineering, 2025, v. 61, n. 6, p. 609, doi. 10.1007/s11204-025-10018-y
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- Publication type:
- Article
4
Research on Stress Distribution Law of Recoverable Anchor Cable.
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- Soil Mechanics & Foundation Engineering, 2025, v. 61, n. 6, p. 598, doi. 10.1007/s11204-025-10017-z
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- Publication type:
- Article
5
Geophysical Investigations of Heterogeneity Foundation Soils Using Electrical Resistivity Tomography Technique.
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- Soil Mechanics & Foundation Engineering, 2025, v. 61, n. 6, p. 592, doi. 10.1007/s11204-025-10016-0
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- Publication type:
- Article
6
Determination of the Criterion Strength Parameters of the Foundation Soils, Reinforced by Cementation, for Nuclear Power Plants in Seismic Areas.
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- Soil Mechanics & Foundation Engineering, 2025, v. 61, n. 6, p. 589, doi. 10.1007/s11204-025-10015-1
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- Publication type:
- Article
7
Experimental Simulation of the Energy Absorption Characteristics of Laminated Rubber for Rock Dynamic Impact Protection.
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- Soil Mechanics & Foundation Engineering, 2025, v. 61, n. 6, p. 582, doi. 10.1007/s11204-025-10014-2
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- Publication type:
- Article
8
Experimental Determination of Poisson's Coefficient and Lateral Pressure Coefficients in a Sand Foundation Under a Round Stamp.
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- Soil Mechanics & Foundation Engineering, 2025, v. 61, n. 6, p. 577, doi. 10.1007/s11204-025-10013-3
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- Publication type:
- Article
9
Experimental Study of Circular Plates on a Sand Basement Under the Action of a Vertical Load.
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- Soil Mechanics & Foundation Engineering, 2025, v. 61, n. 6, p. 571, doi. 10.1007/s11204-025-10012-4
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- Publication type:
- Article
10
Calculation of the Pile-Soil Stress Ratio of a Composite Foundation with Core Pile Under High Fill Embankment.
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- Soil Mechanics & Foundation Engineering, 2025, v. 61, n. 6, p. 562, doi. 10.1007/s11204-025-10011-5
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- Publication type:
- Article
11
Optimization of Pile Anchor Supporting Parameters of a Substation Deep Foundation Pit.
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- Soil Mechanics & Foundation Engineering, 2025, v. 61, n. 6, p. 552, doi. 10.1007/s11204-025-10010-6
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- Publication type:
- Article
12
Numerical Solution for Evaluating Settlement of Expansive Structured Soil Subgrade Under Time-Dependent Loading.
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- Soil Mechanics & Foundation Engineering, 2025, v. 61, n. 6, p. 543, doi. 10.1007/s11204-025-10009-z
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- Publication type:
- Article
13
Non-Linear Response of Pile Groups Under Static Lateral Load on Sloping Ground.
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- Soil Mechanics & Foundation Engineering, 2025, v. 61, n. 6, p. 535, doi. 10.1007/s11204-025-10008-0
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- Publication type:
- Article
14
Overconsolidation Effects in Clayey Soils: Nature, Manifestation, and Engineering Evaluation.
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- Soil Mechanics & Foundation Engineering, 2025, v. 61, n. 6, p. 525, doi. 10.1007/s11204-025-10007-1
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- Publication type:
- Article
15
Distinct Element Numerical Simulation of Dynamic Deformation of Expanded Polystyrene Particle Lightweight Soil.
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- Soil Mechanics & Foundation Engineering, 2025, v. 61, n. 6, p. 516, doi. 10.1007/s11204-025-10006-2
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- Publication type:
- Article
16
Application of Field Monitoring Data for Validation of the Geotechnical Model for the High-Rise Building.
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- Soil Mechanics & Foundation Engineering, 2025, v. 61, n. 6, p. 507, doi. 10.1007/s11204-025-10005-3
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- Publication type:
- Article