Analysis of the column bearing capacity with lateral load in precipitator casing

2016 ◽  
Author(s):  
Ning Wang ◽  
Tong Lu ◽  
Kai-Li Xing ◽  
Deng-Feng Wang
Keyword(s):  
Bearing Capacity ◽  
Lateral Load

Numerical Simulation of Squeezed Branch and Plate Pile Subjected to Vertical and Lateral Loads

2014 ◽  
Vol 926-930 ◽  
pp. 597-600
Author(s):  
Xiao Juan Gao ◽  
Yue Hui Li
Keyword(s):  
Numerical Simulation ◽  
Elastic Modulus ◽  
Bearing Capacity ◽  
Lateral Load ◽  
Vertical Load ◽  
Lateral Loads ◽  
Load Bearing Capacity ◽  
The Mean ◽  
Bearing Behavior ◽  
Pile Length

Based on the theoretical analysis results, the bearing behavior of squeezed and branch pile under vertical load and lateral load was analyzed in this paper. The mean works include the influence of vertical load on the pile lateral bearing capacity and influence of the lateral load on the vertical load bearing capacity. The factors influence the bearing capacity of pile such as elastic modulus of soil around and under pile bottom, pile length, plate position are also analyzed.

scholarly journals Bearing Characteristics of Composite Pile Group Foundations with Long and Short Piles under Lateral Loading in Loess Areas

2018 ◽  
Vol 2018 ◽  
pp. 1-17 ◽  
Author(s):  
Tianzhong Ma ◽  
Yanpeng Zhu ◽  
Xiaohui Yang ◽  
Yongqiang Ling
Keyword(s):  
Bearing Capacity ◽  
Pile Foundation ◽  
Horizontal Displacement ◽  
Pile Group ◽  
Lateral Load ◽  
Test Model ◽  
Pile Head ◽  
Load Bearing ◽  
Composite Pile ◽  
Pile Length

It is very necessary to research the bearing characteristics of composite pile group foundations with long and short piles under lateral load in loess areas, because these foundations are used widely. But few people researched this problem in loess areas up to now worldwide. In this paper, firstly, an indoor test model of a composite pile foundation with long and short piles is designed and then employed to explore the vertical load bearing characteristics and load transfer mechanisms of a single pile, a four-pile group, and a nine-pile group under different lateral loads. Secondly, ANSYS software is employed to analyze the load-bearing characteristics of the test model, and for comparison with the experimental results. The results demonstrate the following. (1) The lateral force versus pile head displacement curves of the pile foundation exhibit an obvious steep drop in section, which is a typical feature of piercing damage. A horizontal displacement limit of the pile foundation is 10 mm and 6mm for the ones sensitive to horizontal displacement. (2) The axial force along a pile and frictional resistance do not coincide, due to significant variations and discontinuities in the collapsibility of loess; a pile body exhibits multiple neutral points. Therefore, composite pile groups including both long and short piles could potentially maximize the bearing capacity and reduce pile settlement. (3) The distribution of stress and strain along the pile length is mainly concentrated from the pile head to a depth of about 1/3 of the pile length. If the lateral load is too large, short piles undergo rotation about their longitudinal axis and long piles undergo flexural deformation. Therefore, the lateral bearing capacity mainly relies on the strength of the soil at the interface with the pile or the horizontal displacement of the pile head.

scholarly journals Experimental Study on a Prefabricated Lightweight Concrete-Filled Steel Tubular Framework Composite Slab Structure Subjected to Reversed Cyclic Loading

2019 ◽  
Vol 9 (6) ◽  
pp. 1264 ◽  
Author(s):  
Jia Suizi ◽  
Cao Wanlin ◽  
Liu Zibin ◽  
Ding Wei ◽  
Su Yingnan
Keyword(s):  
Cyclic Loading ◽  
Bearing Capacity ◽  
Lightweight Concrete ◽  
Lateral Load ◽  
Dissipated Energy ◽  
Load Bearing Capacity ◽  
Load Bearing ◽  
Reversed Cyclic Loading ◽  
Window Opening ◽  
Reversed Cyclic

A building structure comprising a prefabricated lightweight concrete-filled steel tubular (CFST) framework composite slab structure is proposed. Five full-scale specimens (i.e., one empty framework and four-walled frameworks) were tested under reversed cyclic loading to study their earthquake-resistance performance. Of the four wall specimens, three were walled using composite slabs, one had no openings, one had a window opening, and one had a door opening. One was walled with a concealed steel-truss slab. A comparative study on the strength, stiffness, ductility, hysteresis characteristics, and dissipated energy of the specimens was performed. The working mechanism of the framework and slab was then analyzed. The results show that, if reasonably assembled and connected, the framework and slab work in a well-coordinated manner. The walled framework had greater lateral load-bearing capacity, better energy-dissipation, greater stiffness reduction, and better deformability than an empty framework. The area and type of slab opening had a significant impact on structural performance because a door or window opening contributed to a smaller lateral load-bearing capacity and initial secant stiffness of the structure. However, this had no clear impact on the accumulative dissipated energy of the structure.

Lateral load bearing capacity of offshore high-piled wharf with batter piles

2017 ◽  
Vol 142 ◽  
pp. 377-387 ◽  
Author(s):  
Yaofeng Xie ◽  
Chenglin Liu ◽  
Suyang Gao ◽  
Jieping Tang ◽  
Yan Chen
Keyword(s):  
Bearing Capacity ◽  
Lateral Load ◽  
Load Bearing Capacity ◽  
Load Bearing ◽  
Batter Piles

scholarly journals PREDICTION AND ITS VERIFICATION ON STIFFNESS AND BEARING CAPACITY OF MUD WALLS BASED ON THEIR LATERAL LOAD CARRYING MECHANISM

2006 ◽  
Vol 71 (605) ◽  
pp. 119-126 ◽  
Author(s):  
Masahide MURAKAMI ◽  
Makoto KAGEYAMA ◽  
Shigefumi OKAMOTO ◽  
Tamotsu SUZUKI ◽  
Masahiro INAYAMA
Keyword(s):  
Bearing Capacity ◽  
Lateral Load ◽  
Load Carrying

Load Bearing Capacity Analysis of Squeezed Branch and Plate Pile under Vertical and Lateral Loads

2011 ◽  
Vol 255-260 ◽  
pp. 3110-3113
Author(s):  
Xiao Juan Gao ◽  
Yan Sun
Keyword(s):  
Bearing Capacity ◽  
Lateral Displacement ◽  
Lateral Load ◽  
Lateral Loads ◽  
Load Bearing Capacity ◽  
Load Bearing ◽  
Couple Interaction ◽  
Initial Stress Field ◽  
Concrete Damage ◽  
Couple Method

Considering the initial stress field and concrete damage, no-linearity caused by crack of concrete, non-linear of reinforcement, elastic-plastic of soil around pile, couple interaction between concrete and steel, non-linearity contact of interface between pile and soil, the lateral load bearing capacity of squeezed branch and plate pile under vertical and lateral load is studied with infinite element and finite element couple method. The results indicate that the vertical load decreases the lateral displacement of pile top and increase the pile lateral load bearing capacity at the same time.

scholarly journals The Bearing Capacity Management of PHC Piles on an Inclined Baserock and the Lateral Load Test.

2001 ◽  
pp. 273-287
Author(s):  
Masato TAKEYAMA ◽  
Hitoshi SUEZAWA ◽  
Hirohiko IWAHARA ◽  
Masahiro IZAKURA
Keyword(s):  
Bearing Capacity ◽  
Lateral Load ◽  
Capacity Management ◽  
Load Test

Research Review on Bearing Capacity Behavior of Pile Foundation under Lateral Load

2012 ◽  
Vol 594-597 ◽  
pp. 2740-2743
Author(s):  
Jian Wei Zhang ◽  
Hua Yuan ◽  
Shi Hong Zhang
Keyword(s):  
Bearing Capacity ◽  
Pile Foundation ◽  
Large Diameter ◽  
Lateral Load ◽  
Research Review ◽  
Subgrade Reaction ◽  
Reaction Method ◽  
Theoretical Methods ◽  
Subgrade Reaction Method ◽  
Train Of Thought

Based on review of current study on pile foundation under lateral load, an introduciton is given to some theoretical methods commonly used at home and aboard, with emphasis placed on the elastic subgrade reaction method and the p-y method as well as their characteristics and applicability, and some problems needed for further study are put forward. The present study provides a train of thought for further research on the behavior of large-diameter pile under lateral load.

Sign in / Sign up

Export Citation Format

Share Document