Application of Transient Rayleigh Wave Method in Inspecting the Composite Foundation in Loess Area

Wang Donghong; Xie Xing; Zhang Jiwen

Jul. 2021

Article Contents

Article Navigation > GEOTECHNICAL ENGINEERING TECHNIQUE > 2004 > 18(3): 157-160

Wang Donghong, Xie Xing, Zhang Jiwen. Application of Transient Rayleigh Wave Method in Inspecting the Composite Foundation in Loess Area[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(3): 157-160.

Citation:

Wang Donghong, Xie Xing, Zhang Jiwen. Application of Transient Rayleigh Wave Method in Inspecting the Composite Foundation in Loess Area[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(3): 157-160.

Wang Donghong, Xie Xing, Zhang Jiwen. Application of Transient Rayleigh Wave Method in Inspecting the Composite Foundation in Loess Area[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(3): 157-160.

Citation:

PDF( 356 KB)

Application of Transient Rayleigh Wave Method in Inspecting the Composite Foundation in Loess Area

1. Institute of Geotechnical Investigation and Design, MMI, Shanxi Xi'an 710043;
2. Institute of geology engineering, Chang'an University, Shanxi Xi'an 710054 China

Received Date: 2004-03-15
Available Online: 2021-07-08

Abstract

Abstract

Rayleigh wave exploration method is a new technique,it can be used in geotechnical engineering extensively.On the basis of the research of character and the inspecting principle of Rayleigh wave through engineering example,discussing the application of Rayleigh wave method in inspecting lime-soil pile composite foundation and lime-soil cushion in loess area.
- Rayleigh wave method,
- lime soil pile,
- lime-soil cushion,
- inspection