Physical Properties of Soil Particles And Their Effect On Hydraulic Conductivity of Unsaturated Decomposed Granite Soil-Reference-Cited by-同舟云学术

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Physical Properties of Soil Particles And Their Effect On Hydraulic Conductivity of Unsaturated Decomposed Granite Soil

Published:1981-12 Issue:4 Volume:21 Page:1-12
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Matsuo Shinichiro,Nishida Kazuhiko,Sasaki Seiichi

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference13 articles.

1. On the effective void ratio of soil;Hasegawa,1975

2. Testing Procedure of Soil;JSSMFE;JSSMFE,1972

3. Design of Soil and Use of Radio Isotope;JSSMFE;JSSMFE,1974

4. Adsorption;Keii;Kyoritu, pp.,1977

5. An experimental study on characteristics of seepage through unsaturated sandy soil;Kōno;Jour, of JSCE,1981

Cited by 2 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. Hydraulic conductivity of unsaturated decomposed granite soil with reference to the degree of weathering;Jiban Kogaku Janaru (Japanese Geotechnical Journal);2011

2. Coupled Heat and Moisture Flow Through Soils;Journal of Geotechnical Engineering;1984-12

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