Experimental study on specimen size effect and the minimum required specimen diameter to maximum particle size ratio for constant head permeability tests-Reference-Cited by-同舟云学术

Experimental study on specimen size effect and the minimum required specimen diameter to maximum particle size ratio for constant head permeability tests

Published:2023-07 Issue:14 Volume:82 Page:
ISSN:1866-6280
Container-title:Environmental Earth Sciences
language:en
Short-container-title:Environ Earth Sci

Author:

Deiminiat Akram^ORCID,Li Li,Pabst Thomas

Funder

Natural Sciences and Engineering Research Council of Canada

Fonds de Recherche du Québec - Nature et Technologies

Publisher

Springer Science and Business Media LLC

Subject

Earth-Surface Processes,Geology,Pollution,Soil Science,Water Science and Technology,Environmental Chemistry,Global and Planetary Change

Link

https://link.springer.com/content/pdf/10.1007/s12665-023-11029-4.pdf

Reference47 articles.

1. ASTM D2434-19 (2019) Standard test method for permeability of granular soils (constant head). ASTM International, West Conshohocken

2. ASTM C127-15 (2015) Standard test method for relative density (Specific Gravity) and absorption of coarse aggregate. ASTM International, West Conshohocken

3. ASTM C128-15 (2015) Standard test method for relative density (Specific Gravity) and absorption of fine aggregate. ASTM International, West Conshohocken

4. ASTM D4767-11 (2020) Standard test method for consolidated undrained triaxial compression test for cohesive soils. ASTM International, West Conshohocken

5. ASTM D5084–16a (2016) Standard test methods for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter. ASTM International, West Conshohocken

Cited by 1 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. Optimization of Discrete Element Method Model to Obtain Stable and Reliable Numerical Results of Mechanical Response of Granular Materials;Minerals;2024-07-27