Influence of Particle Size Distribution on the Critical State of Rockfill

المؤلفون المشاركون

Nimbalkar, Sanjay
Yang, Gui
Jiang, Yang
Sun, Yifei
Li, Nenghui

المصدر

Advances in Civil Engineering

العدد

المجلد 2019، العدد 2019 (31 ديسمبر/كانون الأول 2019)، ص ص. 1-7، 7ص.

الناشر

Hindawi Publishing Corporation

تاريخ النشر

2019-10-20

دولة النشر

مصر

عدد الصفحات

7

التخصصات الرئيسية

هندسة مدنية

الملخص EN

In order to study the effect of particle size distribution on the critical state of rockfill, a series of large-scale triaxial tests on rockfill with different maximum particle sizes were performed.

It was observed that the intercept and gradient of the critical state line in the e−p′ plane decreased as the grading broadened with the increase in particle size while the gradient of the critical state line in the p′−q plane increased as the particle size increased.

A power law function is found to appropriately describe the relationship between the critical state parameters and maximum particle size of rockfill.

نمط استشهاد جمعية علماء النفس الأمريكية (APA)

Yang, Gui& Jiang, Yang& Nimbalkar, Sanjay& Sun, Yifei& Li, Nenghui. 2019. Influence of Particle Size Distribution on the Critical State of Rockfill. Advances in Civil Engineering،Vol. 2019, no. 2019, pp.1-7.
https://search.emarefa.net/detail/BIM-1117428

نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)

Yang, Gui…[et al.]. Influence of Particle Size Distribution on the Critical State of Rockfill. Advances in Civil Engineering No. 2019 (2019), pp.1-7.
https://search.emarefa.net/detail/BIM-1117428

نمط استشهاد الجمعية الطبية الأمريكية (AMA)

Yang, Gui& Jiang, Yang& Nimbalkar, Sanjay& Sun, Yifei& Li, Nenghui. Influence of Particle Size Distribution on the Critical State of Rockfill. Advances in Civil Engineering. 2019. Vol. 2019, no. 2019, pp.1-7.
https://search.emarefa.net/detail/BIM-1117428

نوع البيانات

مقالات

لغة النص

الإنجليزية

الملاحظات

Includes bibliographical references

رقم السجل

BIM-1117428