Title of article
Weak tensile characteristics of loess in China — An important reason for ground fissures
Author/Authors
Sun، نويسنده , , Ping and Peng، نويسنده , , Jianbing and Chen، نويسنده , , Li-Wei and Yin، نويسنده , , Yue-ping and Wu، نويسنده , , Shu-ren، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2009
Pages
7
From page
153
To page
159
Abstract
By means of uniaxial tensile tests, we analyzed the tensile characteristics of undisturbed and disturbed loess samples taken from the areas where ground fissures are prevalent. The study shows that the tensile strength and ultimate tensile strain of loess are very small, no more than 25 kPa and 0.5%, respectively. Water content and dry density are the two important factors for the tensile strength of loess, and show a decreasing exponential and increasing exponential relationship with the tensile strength, respectively. From the results of tensile tests on loess and the mechanism of ground fissure development in loess areas, we may draw a conclusion that the weak tensile strength, the loose structure and the collapsibility are the important contributing factors to the development of ground fissures in Chinaʹs loess areas.
Keywords
Ground fissures , Tensile characteristics , tensile strength , water content , Uniaxial tensile test , Dry Density
Journal title
Engineering Geology
Serial Year
2009
Journal title
Engineering Geology
Record number
2347605
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