Behaviour of Isolated Bored Enlarged Base Pile under Sustained Vertical Loads-Reference-Cited by-同舟云学术

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Behaviour of Isolated Bored Enlarged Base Pile under Sustained Vertical Loads

Published:1978-06 Issue:2 Volume:18 Page:1-15
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Chandrasekaran V.,Garg K.G.,Prakash Chandra

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference34 articles.

1. De weerstand van paalpunten in zand;Buisman;De Ingenier,1935

2. Ewuilise des Massifs Afrottement Interne, Paris 1934 (Gauthier-Villars);Caquot,1934

3. Etude des foundations sur pilotis et des foundations directes;De Beer;Annales des Travawe Publics des Belgiwue,1945

4. Donnees concrenant la resistance au cisillement deduites des essais de penetration en profondiur;De Beer;Geotechnique,1948

5. Some considerations concerning the point bearing capacity of bored piles;De Beer,1964

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Prediction of compression capacity of under-reamed piles in sand and clay;Multiscale and Multidisciplinary Modeling, Experiments and Design;2024-01-05

2. Model test study on single and group under-reamed piles in sand under compression and tension;Innovative Infrastructure Solutions;2021-12-23

3. Lateral Load Capacity of Underreamed Piles—An Analytical Approach;Soils and Foundations;2004-10

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