School of Resources and Civil Engineering, Northeastern University,
Shenyang, Liaoning, China
School of Civil and Construction Engineering, Shandong Jianzhu University
Jinan, Shandong, China
Department of Civil, Environmental and Architectural Engineering, University of New South Wales
School of Civil Engineering, Tongji University
China Railway Design Corporation
Guidelines for Submission
Manuscripts can be submitted until the expiry of the deadline. Submissions must be previously unpublished and may not be under consideration elsewhere.
Papers should be formatted according to the guidelines for authors (see: http://www.sciencepublishinggroup.com/journal/guideforauthors?journalid=617). By submitting your manuscripts to the special issue, you are acknowledging that you accept the rules established for publication of manuscripts, including agreement to pay the Article Processing Charges for the manuscripts. Manuscripts should be submitted electronically through the online manuscript submission system at http://www.sciencepublishinggroup.com/login. All papers will be peer-reviewed. Accepted papers will be published continuously in the journal and will be listed together on the special issue website.
The special issue currently is open for paper submission. Potential authors are humbly requested to submit an electronic copy of their complete manuscript by clicking here.
Please download to know all details of the Special Issue
We develop this special issue of Application of Numerical Methods in Geotechnical Engineering to highlight the critical importance of these topics for ongoing progress in geotechnical engineering. Especially focusing on theoretical and numerical aspects, including computational and analytical methods. Applications of topics such as geotechnical engineering and underground structures can by adopting constitutive modeling including elasticity, plasticity and instabilities as well as statics and dynamics of interacting structures and foundations. Accepted papers will show a diversity of new developments in these areas. This issue accepts high quality articles containing original research results and case studies in terms of studies on static and dynamic response of soils and foundation and deep excavation. And it will let the readers of this journal know more about numerical modelling methods in geotechnical engineering.
Aims and Scope:
Numerical modelling of the stability of deep excavations