Chapter
Nov 12, 2013

Attenuation Plateau Characteristics and Fitting Analysis of the Dynamic Compaction Shockwave

Publication: IACGE 2013: Challenges and Recent Advances in Geotechnical and Seismic Research and Practices

Abstract

The attenuation plateau formed during radiation of dynamic compaction shockwave has a severe impact on construction work in loess backfill site and safety of buildings nearby. With essential targets of finding out reasons for attenuation plateau formation and providing basis for safe distance determination, geophysical prospecting was adopted in the test for in-depth investigation on the attenuation plateau characteristics of shockwave so as to provide basic data for attenuation law study of shockwave. Appropriate cut-off frequency was selected according to the test results and energy composition characteristics of elastic wave in semi-infinite soil. The shockwave energy was divided into body wave energy and surface wave energy in order to analyze energy attenuation characteristics of different waves. It is confirmed that the main reasons for attenuation plateau formation in the area were proportion and radiation characteristics of body wave energy. On this basis, staircase method was used to fit the radiation attenuation characteristics of dynamic compaction shockwave through subsection regression and compare with traditional fitting methods. The results showed that in close-distance and high-density dynamic compaction work, staircase method can be more accurate to mark out safe distance.

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Go to IACGE 2013
IACGE 2013: Challenges and Recent Advances in Geotechnical and Seismic Research and Practices
Pages: 37 - 44

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Published online: Nov 12, 2013

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State Key Laboratory of Geohazard Prevention & Geoenvironment Protection, Chengdu University of Technology, Chengdu, China, 610059. E-mail: [email protected]
State Key Laboratory of Geohazard Prevention & Geoenvironment Protection, Chengdu University of Technology, Chengdu, China, 610059. E-mail: [email protected]
Northwest Research Institute of Engineering Investigations and Design, Xi'an, China, 710003. E-mail: [email protected]
State Key Laboratory of Geohazard Prevention & Geoenvironment Protection, Chengdu University of Technology, Chengdu, China, 610059. E-mail: [email protected]

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