Study on the Permeability Characteristics of Coarse-Grained Soil and its Permeability Rule-Reference-Cited by-同舟云学术

Study on the Permeability Characteristics of Coarse-Grained Soil and its Permeability Rule

Published:2014-03 Issue: Volume:904 Page:383-388
ISSN:1662-8985
Container-title:Advanced Materials Research
language:
Short-container-title:AMR

Author:

Li Wen Bo¹

Affiliation:

1. Kunming University of Science and Technology

Abstract

The permeability of coarse-grained soil is influenced by many factors. The results of permeability tests in different conditions indicate the effects of coarse-grained soil dry density of , fines content P5,void ratio e and nonuniform coefficient Cu to the permeability coefficient. Analyzing the relationship between coarse-grained soil dry density , fines content P5, void ratio e, nonuniform coefficient Cu and permeability coefficient, thus there is a relational expression between coarse-grained soil dry density of soil , fines content P5, void ratio e, nonuniform coefficient Cu and permeability coefficient.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Link

https://www.scientific.net/AMR.904.383.pdf

Reference6 articles.

1. Qingguo Guo: The Engineering Properties and Applications of Coarse-grained Soil. Yellow River Conservancy Press. (1999), pp.6-10. (in Chinese).

2. Nanjing Hydraulic Research Institute. SL237-1999 Soil Test Procedures. China National Water Resources and Hydropower Press. (1999), pp.2-10. (in Chinese).

3. Guangxin Li, Xiaojie Zhou: The Seepage Damage of Soil and its Engineering Problems. Geotechnical Investigation and Surveying. (2004), pp.10-13. (in Chinese).

4. Singh, B., and Varshnev, R. S: Engineering for Embankment Dams (Balkema, Broofield, USA 1955), pp.683-685.

5. Qingguo Guo: Discussion on Engineering Characteristics and Classification of Coarse-grained Soil. Journal of Water Resources and Hydropower Technology. (1976), pp.53-57. (in Chinese).

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