The results of numerical simulation of the work of the geotechnical screen of a sparse row of piles
This article is devoted to a computational investigation of the work and the effectiveness of using a geotechnical screen from a sparse row of piles to reduce the yield of the building foundation of surrounding buildings caused by the installation of a reinforced concrete “diaphragm wall”, which ser...
Main Authors: | Znamenskiy Vladimir, Morozov Evgenii |
---|---|
Format: | Article |
Language: | English |
Published: |
EDP Sciences
2019-01-01
|
Series: | E3S Web of Conferences |
Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/23/e3sconf_form2018_04020.pdf |
Similar Items
-
Numerical Analysis for layout methods on h-shaped double row piles
by: Zhan Zhiqi, et al.
Published: (2020-01-01) -
Geotechnical assessment of pile carrying capacity /
by: 285771 Sharmini Manickam
Published: (2005) -
Model test and numerical simulation of a new prefabricated double-row piles retaining system in silty clay ground
by: Ruisong Wang, et al.
Published: (2023-12-01) -
Load test interpretation for pile geotechnical capacity /
by: 374097 Mohd. Radzuan Mohd. Rashid, et al.
Published: (2009) -
Effect of Inclination Angle on the Response of Double-row Retaining Piles: Experimental and Numerical Investigation
by: Jinbi Ye, et al.
Published: (2020-01-01)