A Simplified Method for Pore Pressure Buildup Prediction: From Laboratory Cyclic Tests to the 1D Soil Response Analysis in Effective Stress Conditions-Reference-Cited by-同舟云学术

A Simplified Method for Pore Pressure Buildup Prediction: From Laboratory Cyclic Tests to the 1D Soil Response Analysis in Effective Stress Conditions

Published:2016 Issue: Volume:158 Page:302-307
ISSN:1877-7058
Container-title:Procedia Engineering
language:en
Short-container-title:Procedia Engineering

Author:

Chiaradonna Anna,Tropeano Giuseppe,d’Onofrio Anna,Silvestri Francesco

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference15 articles.

1. Affidabilità di alcune correlazioni empiriche per la stime del numero di cicli di carico equivalente;Biondi;Italian Geotechnical Journal,2012

2. Pore pressure model based on accumulated stress;Park;Bull. Earthq. Eng.,2014

3. Theoretical Soil Mechanics;Terzaghi,1943

4. An innovative computer code for 1D seismic response analysis including shear strength of soils;Tropeano;Géotechnique,2016

5. D. Park, J.K. Ahn, Accumulated stress based model for prediction of residual pore pressure, Proceedings of the 18th Int. Conf. on Soil Mechanics and Geotechnical Engineering, 2013, Paris, France.

Cited by 16 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. Undrained cyclic loading of pyroclastic soils: a new pore water pressure build-up model;Japanese Geotechnical Society Special Publication;2024

2. 1D, 2D, and 3D Seismic Response Analysis of Shallow and Deep Foundation Resting on Stratified Soil Deposit;Lecture Notes in Civil Engineering;2023

3. Defining the Boundary Conditions for Seismic Response Analysis—A Practical Review of Some Widely-Used Codes;Geosciences;2022-02-11

4. Liquefaction of Volcanic Soils: Undrained Behavior under Monotonic and Cyclic Loading;Journal of Geotechnical and Geoenvironmental Engineering;2022-01

5. Seismic Soil Characterization to Estimate Site Effects Induced by Near-Fault Earthquakes: The Case Study of Pizzoli (Central Italy) during the Mw 6.7 2 February 1703, Earthquake;Geosciences;2021-12-21