Development characteristics of excess pore water pressure in saturated marine coral sand based on shear strain characteristics: An experimental study-Reference-Cited by-同舟云学术

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Development characteristics of excess pore water pressure in saturated marine coral sand based on shear strain characteristics: An experimental study

Published:2023-08 Issue: Volume:137 Page:103594
ISSN:0141-1187
Container-title:Applied Ocean Research
language:en
Short-container-title:Applied Ocean Research

Author:

Qi Wu,You Qin,Luyang Wang,Qifei Liu,Haiyang Zhuang,Guoxing Chen

Funder

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Publisher

Elsevier BV

Subject

Ocean Engineering

Reference36 articles.

1. Cyclic response of calcareous soil from the North-West Shelf of Australia;Airey;Géotechnique,1991

2. D422-63. Standard Test Method For Particle-Size Analysis of Soils,2007

3. D5311-13. Standard Test Method for Load Controlled Cyclic Triaxial Strength of Soil,2013

4. D4253-16. Standard Test Methods For Maximum Index Density and Unit Weight of Soils Using a Vibratory Table,2016

5. D4254-16. Standard Test Methods For Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density,2016

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2. Liquefaction behavior and shear strain-based pore pressure model of fiber reinforced calcareous sand;Marine Georesources & Geotechnology;2024-09-11

3. A Unified Model of Cyclic Shear–Volume Coupling and Excess Pore Water Pressure Generation for Sandy Soils under Various Cyclic Loading Patterns;Journal of Geotechnical and Geoenvironmental Engineering;2024-09

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