Prediction of Single Pile Settlement Based on Inverse Analysis-Reference-Cited by-同舟云学术

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Prediction of Single Pile Settlement Based on Inverse Analysis

Published:1993-06 Issue:2 Volume:33 Page:126-144
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Honjo Yusuke,Limanhadi Benny,Wen-Tsung Liu

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference18 articles.

1. Probability Concepts in Engineering Planning and Design;Ang,1975

2. Performance of friction pile in Bangkok subsoils;Balasubramaniam;Proc. 10th ICSMFE,1981

3. Regression Diagnostics, Identifying Influential Data and Sources of Collinearity;Belsley,1980

4. Probability, Stastistics, and Decision for Engineers;Benjamin,1970

5. Regression Analysis by Example;Chatterjee,1977

Cited by 13 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. Inverse analysis for parameter estimation of sandy soil with axially loaded pile using nonlinear programming;Sādhanā;2021-12-31

2. Behavior of laterally and vertically loaded piles in multi-layered transversely isotropic soils;Applied Mathematical Modelling;2017-11

3. A BEM/FEM formulation for the analysis of piles submitted to horizontal loads;Engineering Analysis with Boundary Elements;2017-08

4. Estimation of Burger model parameters using inverse formulation;International Journal of Geotechnical Engineering;2012-07

5. Parameter identification for Cam-clay model in partial loading model tests using the particle filter;Soils and Foundations;2012-04

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