Lateral Behavior of Abutment Piles in Full Integral Bridge During 7 Days in Response to Hydration Heat and Drying Shrinkage
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Thomas A. Bolte (Burgess & Niple Ltd.) |
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Correlation for Design of Laterally Loaded Piles in Soft Clay
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Evaluation of p-y Relationships in Cohesionless Soils
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3 |
Interpretation of Cone Penetration Tests. Part 1: Sand
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DOI ScienceOn |
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Overburden Correction Factor for SPT in Sand
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DOI ScienceOn |
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Analysis of Load Deflection Response of Laterally Loaded Piers Using DMT
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Pile Capacity Prediction Using Parameter Functions in Predicted and Obserbed Axial behavior of Piles
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On the Field Determination of in sand
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강관말뚝의 볼트식 머리 보강 최적화 설계법과 프로그램 개발
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과학기술학회마을 |
10 |
Use and Interpretation of a Research Dilatometer
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DOI |
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12 |
くい頭部とフ-チングの結合部の設計
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13 |
Evaluation of Soil Liquefaction potential During Earthquakes
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A Study on the Development of Crack due to Hydration Heat in Mass Concrete
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15 |
지반-궤도차량의 상호작용에 관한 연구
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일체식 교대에 사용된 타입 H-말뚝의 횡방향 지지거동
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과학기술학회마을 |
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Manual on Estimating Soil Properties for Foundation esign
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18 |
Flat Dilatometer Test in Calibration Chambers
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19 |
Design and Construction of Integral Abutment Bridges
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20 |
Analysis of Single Piles Under Lateral Loading
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21 |
Tensile Behavior of Reinforced Concrete Member due to Restrained Shrinkage
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22 |
Analysis of Laterally Loaded Piles in Sand
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23 |
The Point-Load Strength Test
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26 |
Standard Penetration Test Procedures and the Effect in Sands of Overburden Pressure, Relative Density, Particle Size, Aging and Overconsolidation
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DOI |
27 |
Development of p-y Curves for Layered Soils
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