Geomechanics and Engineering

CONTENTS

Volume 5, Number 6, 2013

• Localized deformation in sands and glass beads subjected to plane strain compressions

  Li Zhuang, Yukio Nakata and In-Mo Lee

  Abstract | Full Text (2K)

  pages 499-517.

  DOI: 10.12989/gae.2013.5.6.499

• Optimum pile arrangement in piled raft foundation by using simplified settlement analysis and adaptive step-length algorithm

  Keiji Nakanishi and Izuru Takewaki

  Abstract | Full Text (1K)

  pages 519-540.

  DOI: 10.12989/gae.2013.5.6.519

• The use of neural networks for the prediction of the settlement of pad footings on cohesionless soils based on standard penetration test

  Yusuf ErzÍn and T. Oktay Gul

  Abstract | Full Text (1K)

  pages 541-564.

  DOI: 10.12989/gae.2013.5.6.541

• Using cement dust to reduce swelling of expansive soil

  Raddi M. AlZubaidi, Kawkab H. AlRawi and Ahmed J. AlFalahi

  Abstract | Full Text (1K)

  pages 565-574.

  DOI: 10.12989/gae.2013.5.6.565

• Strength and compressibility characteristics of peat stabilized with sand columns

  M. Ehsan Jorat, Stefan Kreiter, Tobias Mörz, Vicki Moon, and Willem de Lange

  Abstract | Full Text (2K)

  pages 575-594.

  DOI: 10.12989/gae.2013.5.6.575

• 3D numerical model for wave-induced seabed response around breakwater heads

  H.Y. Zhao, D.-S. Jeng, Y. Zhang, J.-S. Zhang, H.J. Zhang and C. Zhang

  Abstract | Full Text (3K)

  pages 595-611.

  DOI: 10.12989/gae.2013.5.6.595