Spatial distributions of strength of an embankment based on synthesis of sounding tests and surface wave method

Shin-ichi Nishimura, Y. Takayama, K. Fujisawa, M. Suzuki, A. Murakami

Research output: Chapter in Book/Report/Conference proceedingConference contribution

1 Citation (Scopus)

Abstract

In this research, the spatial distribution of the strength parameters of decrepit earth-fill dams and an identification method are discussed. Swedish Weight Sounding (SWS) tests are conducted to determine the statistical model to represent the spatial distribution of the N-values. The spatial distribution model can be determined with high resolution from the sounding test results, since point estimations for the N-values are available. The Surface Wave Method (SWM), a geophysical exploration method, is also employed here. It can present the averaged image of the N-value distribution. In this research, these two sets of results are synthesized with the indicator simulation method.

Original languageEnglish
Title of host publicationApplications of Statistics and Probability in Civil Engineering -Proceedings of the 11th International Conference on Applications of Statistics and Probability in Civil Engineering
Pages1716-1724
Number of pages9
Publication statusPublished - 2011
Event11th International Conference on Applications of Statistics and Probability in Civil Engineering, ICASP - Zurich, Switzerland
Duration: Aug 1 2011Aug 4 2011

Other

Other11th International Conference on Applications of Statistics and Probability in Civil Engineering, ICASP
CountrySwitzerland
CityZurich
Period8/1/118/4/11

Fingerprint

Embankments
Surface Waves
Spatial Distribution
Surface waves
Spatial distribution
Synthesis
Value Distribution
Point Estimation
Simulation Methods
Dams
Statistical Model
High Resolution
Earth (planet)
Model

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Statistics and Probability

Cite this

Nishimura, S., Takayama, Y., Fujisawa, K., Suzuki, M., & Murakami, A. (2011). Spatial distributions of strength of an embankment based on synthesis of sounding tests and surface wave method. In Applications of Statistics and Probability in Civil Engineering -Proceedings of the 11th International Conference on Applications of Statistics and Probability in Civil Engineering (pp. 1716-1724)

Spatial distributions of strength of an embankment based on synthesis of sounding tests and surface wave method. / Nishimura, Shin-ichi; Takayama, Y.; Fujisawa, K.; Suzuki, M.; Murakami, A.

Applications of Statistics and Probability in Civil Engineering -Proceedings of the 11th International Conference on Applications of Statistics and Probability in Civil Engineering. 2011. p. 1716-1724.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Nishimura, S, Takayama, Y, Fujisawa, K, Suzuki, M & Murakami, A 2011, Spatial distributions of strength of an embankment based on synthesis of sounding tests and surface wave method. in Applications of Statistics and Probability in Civil Engineering -Proceedings of the 11th International Conference on Applications of Statistics and Probability in Civil Engineering. pp. 1716-1724, 11th International Conference on Applications of Statistics and Probability in Civil Engineering, ICASP, Zurich, Switzerland, 8/1/11.
Nishimura S, Takayama Y, Fujisawa K, Suzuki M, Murakami A. Spatial distributions of strength of an embankment based on synthesis of sounding tests and surface wave method. In Applications of Statistics and Probability in Civil Engineering -Proceedings of the 11th International Conference on Applications of Statistics and Probability in Civil Engineering. 2011. p. 1716-1724
Nishimura, Shin-ichi ; Takayama, Y. ; Fujisawa, K. ; Suzuki, M. ; Murakami, A. / Spatial distributions of strength of an embankment based on synthesis of sounding tests and surface wave method. Applications of Statistics and Probability in Civil Engineering -Proceedings of the 11th International Conference on Applications of Statistics and Probability in Civil Engineering. 2011. pp. 1716-1724
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