Finite Element Analysis of a Deep Foundation Pit with Double-layer Internal Support Based on Midas
Taking a deep foundation pit with internal support in Kunming as the research object, and according to the environment, geological engineering conditions and hydrogeological conditions around the foundation pit, this paper establishes a three-dimensional numerical model for excavation of the foundat...
Saved in:
Main Authors: | DONG Guihong, QIAN Xuexin |
---|---|
Format: | Article |
Language: | zho |
Published: |
Editorial Office of Pearl River
2020-01-01
|
Series: | Renmin Zhujiang |
Subjects: | |
Online Access: | http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2020.02.017 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Three-Dimensional Finite Element Numerical Simulation of Cave Block of Underground Dam in Karst Area
by: DA Mingchang, et al.
Published: (2020-01-01) -
Micromechanical Characterization of Diatom Frustules of Multiple Origin
by: Daniel Zuluaga-Astudillo, et al.
Published: (2025-01-01) -
Excavation Deformation Analysis of Foundation Pits and Its Influence on Surrounding Buildings
by: CHENG Xinyu, et al.
Published: (2022-01-01) -
Finite Element Analysis of the Stiffness of a Kind of Double Helix Flexible Transmission Mechanism
by: Song Chengli, et al.
Published: (2016-01-01) -
Finite Element Analysis of Dynamic Meshing Characteristic of Skew Bevel Gear with Equivocal Modification
by: Xiaoping Ran, et al.
Published: (2022-05-01)