Discussion on “Shear wave velocity of zeolite-cement grouted sands”, by Afshin Kordnaeij, Reza Ziaie Moayed and Majid Soleimani [Soil Dyn Earthq Eng 122 (2019) 196–210]

Sung-Woo Moon; Bainazarova Zhanar; Qasim Khan; Taeseo Ku

doi:10.1016/j.soildyn.2019.105845

Discussion on “Shear wave velocity of zeolite-cement grouted sands”, by Afshin Kordnaeij, Reza Ziaie Moayed and Majid Soleimani [Soil Dyn Earthq Eng 122 (2019) 196–210]

Sung-Woo Moon, Bainazarova Zhanar, Qasim Khan, Taeseo Ku

Department of Civil and Environmental Engineering

Research output: Contribution to journal › Article › peer-review

1 Citation (Scopus)

Abstract

The authors provide very useful modification of the existing cement grouting technique for civil engineering purposes. However, two critical issues are remarked by the discussers in the description of the Bender Element (BE) testing recorded in the paper, including (1) the bender elements tip-to-tip wavelength to the excitation frequency (Ltt/λ) ratio; (2) calibration of the bender elements. This discussion considers that the cement grouted soil has similar stiffness characteristics with the cement mixed soil.

Original language	English
Journal	Soil Dynamics and Earthquake Engineering
DOIs	https://doi.org/10.1016/j.soildyn.2019.105845
Publication status	E-pub ahead of print - 2019

Funding

The authors appreciate the financial support from the Nazarbayev University (Grant No. 110119FD4508 ).

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10.1016/j.soildyn.2019.105845

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title = "Discussion on “Shear wave velocity of zeolite-cement grouted sands”, by Afshin Kordnaeij, Reza Ziaie Moayed and Majid Soleimani [Soil Dyn Earthq Eng 122 (2019) 196–210]",

abstract = "The authors provide very useful modification of the existing cement grouting technique for civil engineering purposes. However, two critical issues are remarked by the discussers in the description of the Bender Element (BE) testing recorded in the paper, including (1) the bender elements tip-to-tip wavelength to the excitation frequency (Ltt/λ) ratio; (2) calibration of the bender elements. This discussion considers that the cement grouted soil has similar stiffness characteristics with the cement mixed soil. ",

author = "Sung-Woo Moon and Bainazarova Zhanar and Qasim Khan and Taeseo Ku",

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AU - Moon, Sung-Woo

AU - Zhanar, Bainazarova

AU - Khan, Qasim

AU - Ku, Taeseo

PY - 2019

Y1 - 2019

N2 - The authors provide very useful modification of the existing cement grouting technique for civil engineering purposes. However, two critical issues are remarked by the discussers in the description of the Bender Element (BE) testing recorded in the paper, including (1) the bender elements tip-to-tip wavelength to the excitation frequency (Ltt/λ) ratio; (2) calibration of the bender elements. This discussion considers that the cement grouted soil has similar stiffness characteristics with the cement mixed soil.

AB - The authors provide very useful modification of the existing cement grouting technique for civil engineering purposes. However, two critical issues are remarked by the discussers in the description of the Bender Element (BE) testing recorded in the paper, including (1) the bender elements tip-to-tip wavelength to the excitation frequency (Ltt/λ) ratio; (2) calibration of the bender elements. This discussion considers that the cement grouted soil has similar stiffness characteristics with the cement mixed soil.

U2 - 10.1016/j.soildyn.2019.105845

DO - 10.1016/j.soildyn.2019.105845

M3 - Article

SN - 0267-7261

JO - Soil Dynamics and Earthquake Engineering

JF - Soil Dynamics and Earthquake Engineering

ER -

Discussion on “Shear wave velocity of zeolite-cement grouted sands”, by Afshin Kordnaeij, Reza Ziaie Moayed and Majid Soleimani [Soil Dyn Earthq Eng 122 (2019) 196–210]

Abstract

Funding

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