Corrigendum

doi:10.1680/geot.2014.64.9.758

Lin, G., Han, Z. & Li, J. (2014). Soil–structure interaction analysis on anisotropic stratified medium. Géotechnique 64, No. 7, 570–580, http://dx.doi.org/10.1680/geot.14.P.043. On page 575, the bounds of the integration in equation (65) are incorrect; the correct equation is as follows.

\begin{matrix} \frac{1}{2 π} \int_{0}^{2 π} e^{i κ r s i n φ} d φ = J_{0} (κ r) \\ \frac{1}{2 π} \int_{0}^{2 π} s i n^{2} φ e^{i κ r s i n φ} d φ = \frac{1}{2} [J_{0} (κ r) - J_{2} (κ r)] \\ \frac{1}{2 π} \int_{0}^{2 π} s i n φ e^{i κ r s i n φ} d φ = {i J}_{1} (κ r) \\ \frac{1}{2 π} \int_{0}^{2 π} c o s^{2} φ e^{i κ r s i n φ} d φ = \frac{1}{2} [J_{0} (κ r) - J_{2} (κ r)] \\ \frac{1}{2 π} \int_{0}^{2 π} c o s φ e^{i κ r s i n φ} d φ = 0 \\ \frac{1}{2 π} \int_{0}^{2 π} s i n φ c o s φ e^{i κ r s i n φ} d φ = 0 \\ (65) \end{matrix}

The authors apologise to the readers of Géotechnique for this mistake in the original paper.

Corrigendum

Email Alerts

Cited By

Corrigendum Free

Email Alerts

Suggested Reading

Related Chapters

Recommended for you

Recommended for you

Cited By

Sharing Unavailable

Corrigendum