Experimental research on expansive deformation of tertiary red sandstone in Nanjing
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Experimental research on expansive deformation of tertiary red sandstone in Nanjing
Vol. 25, Issue 7期 刊出日, (2004)
作者机构:
1. 中国科学院武汉岩土力学研究所 岩土力学重点实验室,湖北,武汉,430071
2. 河海大学 岩土工程研究所,江苏,南京,210098
作者简介:
基金信息:
DOI:
CLC:TU458+.3
Online First:18 July 2014,
Published:2004
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ZHU Zhen-de, XING Fu-dong, LIU Han-long, et al. Experimental research on expansive deformation of tertiary red sandstone in Nanjing[J]. 2004, 25(7期 刊出日).
DOI:
ZHU Zhen-de, XING Fu-dong, LIU Han-long, et al. Experimental research on expansive deformation of tertiary red sandstone in Nanjing[J]. 2004, 25(7期 刊出日).DOI:
Experimental research on expansive deformation of tertiary red sandstone in Nanjing
For the reason of special expansive characteristics of red sandstone
a series of experimental procedure performed in rock mechanics rigidity servo testing system (RMTS815.02) and rock oedometer
developed to determine the swelling behaviour of red sandstone taken from a foundation pit of Hongshanyao Project (HSYP) in Nanjing
is described. Based on the experimental data
an empirical formula of expansive strain with water content was expressed as . It is clear that the curve of expansive strain-water content is a logarithm. In the meantime
the relation of expansive strain with time was studied and the importance of expansive stabilization time was illuminated. The experimental results indicated that the water content has a tremendous effect on peak expansive and steady expansive deformation of swelling red sandstone; and it must be a momentous guide in the engineering design and construction.