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A Nonlinear Approach for Time-Dependent Settlement Analysis of a Single Pile and Pile Groups.
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- Soil Mechanics & Foundation Engineering, 2017, v. 54, n. 1, p. 7, doi. 10.1007/s11204-017-9426-8
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- Article
Interaction Analysis of Adjacent Foundations of Renovated Builidngs.
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- Soil Mechanics & Foundation Engineering, 2017, v. 54, n. 1, p. 17, doi. 10.1007/s11204-017-9427-7
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- Article
Response of a Single Pile Subjected to Tension Load by Using Softening Models.
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- Soil Mechanics & Foundation Engineering, 2017, v. 54, n. 1, p. 24, doi. 10.1007/s11204-017-9428-6
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- Article
Performance of Shallow Foundations Resting on Coir Geotextile Reinforced Sand Bed.
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- Soil Mechanics & Foundation Engineering, 2017, v. 54, n. 1, p. 60, doi. 10.1007/s11204-017-9434-8
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- Article
New Method of Performing Soil Tests Using Multisectional Piles.
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- Soil Mechanics & Foundation Engineering, 2017, v. 54, n. 1, p. 32, doi. 10.1007/s11204-017-9429-5
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- Article
Soil Creep Equations Based on the Probabilistic Rheological Model.
- Published in:
- Soil Mechanics & Foundation Engineering, 2017, v. 54, n. 1, p. 1, doi. 10.1007/s11204-017-9425-9
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- Article
Influence of Soluble Salt on Electro-Osmotic Consolidation of Soft Clay.
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- Soil Mechanics & Foundation Engineering, 2017, v. 54, n. 1, p. 49, doi. 10.1007/s11204-017-9432-x
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- Article
Control and Reduction of Dynamic Disturbances During Vibratory Driving of Sheet Pile Into Soil.
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- Soil Mechanics & Foundation Engineering, 2017, v. 54, n. 1, p. 56, doi. 10.1007/s11204-017-9433-9
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- Article
Method of Stochastic Prediction of Soil Temperatures with Get Systems.
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- Soil Mechanics & Foundation Engineering, 2017, v. 54, n. 1, p. 65, doi. 10.1007/s11204-017-9435-7
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- Article
CFA Pile Carrying Capacity Determination in Weak Clay Soils for Renovated-Building Foundations.
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- Soil Mechanics & Foundation Engineering, 2017, v. 54, n. 1, p. 38, doi. 10.1007/s11204-017-9430-z
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- Article
Slipway Pile Footing Stiffness and Transient Launch Loads.
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- Soil Mechanics & Foundation Engineering, 2017, v. 54, n. 1, p. 45, doi. 10.1007/s11204-017-9431-y
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- Article