Study on stress simulation of concrete floor on transversely isotropic equivalent pile foundation during construction period
In the concrete pouring process of large pumping stations, the pile foundation plays an important role in supporting the upper structures, and also has a certain constraint on the concrete floor. In the numerical simulation calculation of construction period, to simplify the pre-processing, the volu...
Main Authors: | Yuan Min, Qiang Sheng, Hu Minjie, Zhang Yedong, Wang Hongdan |
---|---|
Format: | Article |
Language: | English |
Published: |
EDP Sciences
2019-01-01
|
Series: | MATEC Web of Conferences |
Subjects: | |
Online Access: | https://www.matec-conferences.org/articles/matecconf/pdf/2019/24/matecconf_acem2019_03005.pdf |
Similar Items
-
Analytical Solution of Stress in a Transversely Isotropic Floor Rock Mass under Distributed Loading in an Arbitrary Direction
by: Dongliang Ji, et al.
Published: (2021-11-01) -
A Method of Function Space for Vertical Impedance Function of a Circular Rigid Foundation on a Transversely Isotropic Ground
by: Morteza Eskandari-Ghadi, et al.
Published: (2014-06-01) -
Study on the Calculation Method of Stress in Strong Constraint Zones of the Concrete Structure on the Pile Foundation Based on Eshelby Equivalent Inclusion Theory
by: Min Yuan, et al.
Published: (2020-08-01) -
The Transverse Bearing Characteristics of the Pile Foundation in a Calcareous Sand Area
by: Haibo Hu, et al.
Published: (2022-09-01) -
Study of Axi-Symmetric Vibrations in a Micropolar Transversely Isotropic Layer
by: R.R. Gupta, et al.
Published: (2019-06-01)