Pile Design in Seismic Areas: Small or Large Diameter?
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- Geotechnical Engineering (00465828), 2020, v. 51, n. 2, p. 172
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- Article
Works matching IS 00465828 AND DT 2020 AND VI 51 AND IP 2
Results: 20
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Analysis for Laterally Loaded Offshore Piles in Marine Clay.
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- Geotechnical Engineering (00465828), 2020, v. 51, n. 2, p. 166
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- Article
3
FD Analysis on Piled Raft Foundation Settlements under Vertical Loads.
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- Geotechnical Engineering (00465828), 2020, v. 51, n. 2, p. 159
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- Article
4
Effects of Cyclic Behaviour during Pile Penetration on Pile Performance in Model Load Tests.
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- Geotechnical Engineering (00465828), 2020, v. 51, n. 2, p. 150
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- Article
5
Foundation Investigation and Analysis for Tall Tower Developments.
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- Geotechnical Engineering (00465828), 2020, v. 51, n. 2, p. 139
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- Article
6
The Behaviour of Pile Group and Combined Piled-Raft Foundation in Liquefiable Soil under Seismic Conditions.
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- Geotechnical Engineering (00465828), 2020, v. 51, n. 2, p. 130
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- Article
7
Numerical and Simplified Methods for Soil-pile Interaction Analysis.
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- Geotechnical Engineering (00465828), 2020, v. 51, n. 2, p. 117
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- Article
8
Effective Stress Friction Angle of Normally Consolidated and Overconsolidated Intact Clays from Piezocone Tests.
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- Geotechnical Engineering (00465828), 2020, v. 51, n. 2, p. 111
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- Publication type:
- Article
9
BEM and FEM Approaches to the Analysis of Negative Skin Friction on Piles.
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- Geotechnical Engineering (00465828), 2020, v. 51, n. 2, p. 103
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- Article
10
Model Vibration Tests on Piled Raft and Pile Group Foundations in Dry Sand.
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- Geotechnical Engineering (00465828), 2020, v. 51, n. 2, p. 95
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- Publication type:
- Article
11
Effect of Seismic Action on Settlement and Load Sharing of Piled Rafts Based on Field Monitoring.
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- Geotechnical Engineering (00465828), 2020, v. 51, n. 2, p. 83
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- Article
12
Displacement of Piles from Pressuremeter Test Results - A Summary of French Research and Practice.
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- Geotechnical Engineering (00465828), 2020, v. 51, n. 2, p. 73
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- Publication type:
- Article
13
Can a Pile Load Tested to 'Failure' be Used as a Working Pile?
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- Geotechnical Engineering (00465828), 2020, v. 51, n. 2, p. 65
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- Article
14
Analysis of Stiffened Granular Piled Raft.
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- Geotechnical Engineering (00465828), 2020, v. 51, n. 2, p. 54
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- Publication type:
- Article
15
P-Cone: A Novel Cone Penetration Test Device for Deep Foundation Design.
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- Geotechnical Engineering (00465828), 2020, v. 51, n. 2, p. 47
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- Article
16
Biodegradable Prefabricated Vertical Drains: from Laboratory to Field Studies.
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- Geotechnical Engineering (00465828), 2020, v. 51, n. 2, p. 39
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- Publication type:
- Article
17
Evaluation of Analytical and Numerical Techniques to Simulate Curtain Pile Walls in a Tropical Soil of the Federal District of Brazil.
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- Geotechnical Engineering (00465828), 2020, v. 51, n. 2, p. 30
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- Publication type:
- Article
18
Some Factors That Influence the Prediction of the Behaviour of Piled Rafts via Simplified (Numerical) Analyses.
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- Geotechnical Engineering (00465828), 2020, v. 51, n. 2, p. 22
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- Article
19
Deep Compaction of Sand Causing Horizontal Stress Change.
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- Geotechnical Engineering (00465828), 2020, v. 51, n. 2, p. 9
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- Publication type:
- Article
20
Liquefaction Induced Downdrag for the Juan Pablo II Bridge at the 2010 Maule Earthquake in Chile.
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- Geotechnical Engineering (00465828), 2020, v. 51, n. 2, p. 1
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- Publication type:
- Article