Analysis of pile end bearing capacity in Holocene interlayered silty deposits based on CPT soil behavior type index-Reference-Cited by-同舟云学术

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Analysis of pile end bearing capacity in Holocene interlayered silty deposits based on CPT soil behavior type index

Published:2024-08 Issue: Volume:337 Page:107597
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Khodayari M.R.,Mousavizadeh S.M.,Ahmadi M.M.

Funder

Sharif University of Technology

Publisher

Elsevier BV

Reference44 articles.

1. End bearing capacity of drilled shafts in sand: a numerical approach;Ahmadi;Geotech. Geol. Eng.,2009

2. Application of the unified CPT method for driven piles to layered deposits;Bittar;Géotechnique Lett.,2022

3. A new approach to the correlation of SPT-CPT depending on the soil behavior type index;Bol;Eng. Geol.,2023

4. Pile bearing capacity prediction by means of static penetrometer CPT;Bustamante,1982

5. Assessment of direct CPT and CPTU methods for predicting the ultimate bearing capacity of single piles;Cai;Eng. Geol.,2009

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