A comparative study of the effect of the soil constitutive model on the seismic response of buried concrete pipes-Reference-Cited by-同舟云学术

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A comparative study of the effect of the soil constitutive model on the seismic response of buried concrete pipes

Published:2021-08 Issue: Volume: Page:
ISSN:2667-1433
Container-title:Journal of Pipeline Science and Engineering
language:en
Short-container-title:Journal of Pipeline Science and Engineering

Author:

Alzabeebee Saif^ORCID

Publisher

Elsevier BV

Reference70 articles.

1. Experimental and numerical investigations of the effect of buried box culverts on earthquake excitation;Abuhajar;Soil Dyn. Earthquake Eng.,2015

2. Seismic soil–culvert interaction;Abuhajar;Canadian Geotech. J.,2015

3. Assessment of failure mechanism of a strip footing on horizontal ground considering flow rules;Acharyya;Innov. Infrastruct. Sol.,2018

4. Aftershocks and the whole-life seismic performance of granular slopes;Al-Defae;Géotechnique,2013

5. Seismic performance of pile-reinforced slopes (PhD Thesis);Al-Defae,2013

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1. Equations to predict vertical deflection and maximum stress of buried pipes under overburden;Tunnelling and Underground Space Technology;2024-10

2. Field buried and laboratory investigation of Full-Scale eco-friendly Spun-Cast concrete pipes under various construction loading regimes;Tunnelling and Underground Space Technology;2024-07

3. An EPR model for predicting the bearing capacity of single and double-strip foundations near earth slope crests;PLOS ONE;2024-05-06

4. Seismic response analysis of buried oil and gas pipelines-soil coupled system under longitudinal multi-point excitation;EARTHQ STRUCT;2024

5. Application of Artificial Intelligence Techniques to Predict Strip Foundation Capacity Near Slope Surfaces;Indian Geotechnical Journal;2023-11-12

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