The Unified Strength Theory for Plastic Limit Load Analysis of Vertical Shaft Lining
Plastic limit analysis is a significant application for structural design and failure prediction, implying that the potential bearing capacity of material can be fully considered. Meanwhile, the failure process of structures usually occurs in the deformation of the plastic stage. Hence, it is import...
Saved in:
Main Authors: | Guangsi Zhao, Minghui Ren, Xianhao Qiu, Qinghua Xue |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2018-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2018/1949324 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
A Systematic Method to Evaluate the Shear Properties of Soil-Rock Mixture considering the Rock Size Effect
by: Minghui Ren, et al.
Published: (2018-01-01) -
Experimental Study on Mechanical Properties of Polypropylene: Steel Fiber Concrete and Loading Characteristics of Shaft Lining
by: Bendong Qin, et al.
Published: (2022-01-01) -
A Unifying Theory for SIDS
by: David T. Mage, et al.
Published: (2009-01-01) -
Mechanical Properties of High-Strength High-Performance Reinforced Concrete Shaft Lining Structures in Deep Freezing Wells
by: Shilong Peng, et al.
Published: (2019-01-01) -
Research on the Technology of Plugging Gushing Water in the Vertical Shaft under Complicated Conditions
by: Chuanyang Jia, et al.
Published: (2020-01-01)