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CLC number: TU458

On-line Access: 2011-06-27

Received: 2011-01-10

Revision Accepted: 2011-03-28

Crosschecked: 2011-09-07

Cited: 3

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Journal of Zhejiang University SCIENCE A 2011 Vol.12 No.10 P.771-781


Comparative study of static and dynamic parameters of rock for the Xishan Rock Cliff Statue

Author(s):  Jin Jiang, Jin-zhong Sun

Affiliation(s):  School of Civil and Environmental Engineering, Nanyang Technological University, 639798, Singapore; more

Corresponding email(s):   jian0048@e.ntu.edu.sg

Key Words:  Xishan Buddha, Rock mechanics, Rock quality, Elastic wave velocity, Elastic modulus, Compression strength, Ultrasonic wave testing

Jin Jiang, Jin-zhong Sun. Comparative study of static and dynamic parameters of rock for the Xishan Rock Cliff Statue[J]. Journal of Zhejiang University Science A, 2011, 12(10): 771-781.

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author="Jin Jiang, Jin-zhong Sun",
journal="Journal of Zhejiang University Science A",
publisher="Zhejiang University Press & Springer",

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%T Comparative study of static and dynamic parameters of rock for the Xishan Rock Cliff Statue
%A Jin Jiang
%A Jin-zhong Sun
%J Journal of Zhejiang University SCIENCE A
%V 12
%N 10
%P 771-781
%@ 1673-565X
%D 2011
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1100003

T1 - Comparative study of static and dynamic parameters of rock for the Xishan Rock Cliff Statue
A1 - Jin Jiang
A1 - Jin-zhong Sun
J0 - Journal of Zhejiang University Science A
VL - 12
IS - 10
SP - 771
EP - 781
%@ 1673-565X
Y1 - 2011
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A1100003

ultrasonic wave testing was applied to investigate the quality and weathering status of rock specimens obtained in two borings situated in the xishan Buddha rock slope in Taiyuan, China. This paper pays special attention to the distribution of bulk density, dynamic parameters and static parameters of rock specimens as well as the relationship between static and dynamic parameters. The results illustrate that the distribution of both parameters is identical along the depth of two drilled holes in the rock slope. When the hole depth increases, the density of rock mass, saturated compression strength and static elastic modulus, dynamic elastic modulus and wave velocity also show increase tendency. The weathering degree in the rock mass ranging from the surface of cliff to the depth of 2.5 m is the highest while the rock mass is unsalted and more rigid when the depth is larger than 3.0 m. The relationship between dynamic elastic modulus, sonic wave velocity and horizontal depth indicates that dynamic elastic modulus is more sensitive than sonic wave velocity. Conversely, by comparing quantity relationship between static elastic modulus and sonic wave velocity, it is found that the composition of rock has a great influence on the relationship between static and dynamic parameters, that is, inequality of rock composition will lead to dispersion and abnormality of the distribution of static and dynamic parameters.

Darkslateblue:Affiliate; Royal Blue:Author; Turquoise:Article


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