Probabilistic analysis of the behaviour of laterally loaded piles in chloride environments-Reference-Cited by-同舟云学术

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Probabilistic analysis of the behaviour of laterally loaded piles in chloride environments

Published:2020-12 Issue: Volume:217 Page:107872
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Shao Wei,Nie Yinghui,Shi Danda,Xu Yingzi

Funder

Shanghai Science International Cooperation Project

Guangxi Key Laboratory of Disaster Prevention and Engineering Safety

National Natural Science Foundation of China

Science and Technology Commission of Shanghai Municipality

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference35 articles.

1. Bayesian approach for probabilistic site characterization using cone penetration tests;Cao;J. Geotech. Geoenviron. Eng.,2013

2. Reliability analysis of laterally loaded piles involving nonlinear soil and pile behavior;Chan;J. Geotech. Geoenviron. Eng.,2009

3. Probabilistic analysis of laterally loaded piles using response surface and neural network approaches;Chan;Comput. Geotech.,2012

4. Chloride-induced reinforcement corrosion and concrete cracking simulation;Chen;Cement Concr. Compos.,2008

5. Probabilistic stability analyses of slope reinforced with piles in spatially variable soils;Chen;Int. J. Approx. Reason.,2020

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2. Numerical Simulation-Based Performance Assessment of Pile Group Placed over Buried Utility Tunnel;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-01-05

3. Reliability Analysis and Design of Vertically Loaded Piles in Spatially Variable Soils;International Journal of Geomechanics;2023-10

4. Numerical modeling of chloride diffusion in cement-based materials considering calcium leaching and external sulfate attack;Construction and Building Materials;2023-10

5. Time dependent analysis of lateral bearing capacity of reinforced concrete piles combined with corrosion and scour;Ocean Engineering;2023-08

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