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Mechanical Properties of Decomposed Granite Soil under Low Pressures

Memoirs of the Faculty of Engineering, Yamaguchi University Volume 35 Issue 2 Page 301-306
published_at 1985
KJ00000156559.pdf
[fulltext] 471 KB
Title
低圧下におけるまさ土の力学特性
Mechanical Properties of Decomposed Granite Soil under Low Pressures
Creators Murata Hidekazu
Creators Yasufuku Noriyuki
Creators Kondoh Yasunori
Source Identifiers
Slopes of sandy soil such as decomposed granite soil are susceptible to be suffered from damages when they are inundated by rainfalls. One of causes of such shallow slips is attributed to the decreasing of shear strength of the soil due to submergence. Another noteworthy characteristic of this soil is that the particles are easily crushed under a relatively low stress. In order to discuss the shallow slips of decomposed granite soil, it is necessary to investigate the chang in shear characteristics owing to the variation of the water content at low normal stresses. The commonnest strength parameters in use for the stability analyses of the slope are generally obtained from the test at higer normal stresses than the actual stress which applys to the slope. This paper shows the effect of water content on the shear strength characteristics of decomposed granite soil at a very low normal stress in detail on the basis of the direct shear test result, and its comparison with the results of triaxial compression test. As the results of this experiment, we found the uniqe relationship between the shear strength and the degree of saturation at a low normal stress.
Subjects
土木工学 ( Other)
Languages jpn
Resource Type departmental bulletin paper
Publishers 山口大学工学部
Date Issued 1985
File Version Version of Record
Access Rights open access
Relations
[ISSN]0372-7661
[NCID]AN00244228
Schools 工学部