A novel direct SPT method to accurately estimate ultimate axial bearing capacity of bored PHC nodular piles with 81 case studies in Vietnam-Reference-Cited by-同舟云学术

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A novel direct SPT method to accurately estimate ultimate axial bearing capacity of bored PHC nodular piles with 81 case studies in Vietnam

Published:2022-08 Issue:4 Volume:62 Page:101163
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Huynh Van-Hiep,Nguyen Tan,Nguyen Dinh-Phi,Nguyen Thanh-Son,Huynh Thi-My-Dung,Nguyen Thanh-Cong

Funder

Trường Đại học Trà Vinh

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference50 articles.

1. Calibration of Resistance Factors Needed in the LRFD Design of Drilled Shafts;Abu-Farsakh,2010

2. Standard test method for piles under static axial compressive load;American Society of Testing and Material (ASTM);In ASTM,1994

3. American Society of Testing and Material (ASTM), 1999. Standard Test Method for Penetration Test and Split-Barrel Sampling of Soil.

4. N-Values Used to Predict Settlements of Piles in Egypt;Bazaraa,1986

5. Measured and Predicted Axial Response of 98 Piles;Briaud;J. Geotech. Eng.,1988

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