The Behaviour of Model Screw Piles in Cohesive Soils-Reference-Cited by-同舟云学术

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The Behaviour of Model Screw Piles in Cohesive Soils

Published:1991-06 Issue:2 Volume:31 Page:35-50
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Rao S. Narasimha,Prasad Y.V.S.N.,Shetty M. Dinakara

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference19 articles.

1. The uplift capacity of shallow foundation;Adams;Ontario Hydro Research Quarterly,1967

2. A study of anchors for transmission tower foundation;Adams;Canadian Geotechnical Journal,1972

3. The measurement of soil properties in Triaxial Test;Bishop,1962

4. Helical anchors: Application and design criteria;Bobbitt,1987

5. Foundation Analysis and Design McGraw Hill;Bowles,1982

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1. Study on the Enhancement Effect and Design Method of Grouted Screw Anchors in Mucky Soils;International Journal of Geomechanics;2024-11

2. Investigating the Impact of Geometrical Properties of Helical Piles Buried in the Layered Soil on the Compressive and Tensile Load-Bearing Capacity;International Journal of Geosynthetics and Ground Engineering;2024-07-23

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4. Behaviour of a laterally loaded rigid helical pile located on a sloping ground surface;Marine Georesources & Geotechnology;2024-04-13

5. Numerical Analysis of Combined Helical Pile Raft Foundation (CHPRF) Under Compressive and Tensile Loadings;Indian Geotechnical Journal;2024-03-20

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