Study on Soil-Foundation Interaction under a Bridge Pier

Abstract

This study focuses on the behaviour of soil-foundation interaction under a bridge pier. In 2016, August 25, a magnitude of 6.8 happened near Bagan region. Pakokku Bridge, the longest of the bridges over the Irrawaddy, is situated on 37.8 miles from the epicentre of 2016 Chauk earthquake. That is why the safety performance of long-span Bridge especially for the safety of the foundation system subjected to soil-foundation interaction is necessary to investigate for static and seismic excitation. So, study on the behaviour of soil-foundation interaction under Bridge pier in static condition is presented in this study. Firstly super structural loadings on the pile cap are estimated by using STAAD PRO V8i. And then, theoretical ultimate soil resistance pcr and pcd due to wedge and flow failure are determined to produce critical depth xcr. Based on the value of critical depth, p-y curves are generated by Reese 1974 method for the static condition. After that, finite element software ABAQUS is used for the analysis of soil-foundation interaction under a bridge pier. In this study, the behaviour of soil-foundation interaction such as deflections, settlements, shear stresses and shear strains are produced. According to the analysis results, it is found that the vertical and horizontal displacements at the pile tip are 1.27mm and 4.68mm respectively. Maximum shear stress and strain are found out the base of the pile cap. Finally it is found that the soil-foundation interaction under a bridge pier presented in this study is reliable and reasonable with the limitation of AASHTO Standard Specifications for Highway Bridges. By Zin May Hnin | Nyan Myint Kyaw | Kyaw Kyaw "Study on Soil-Foundation Interaction under a Bridge Pier" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-1 , December 2018, URL: http://www.ijtsrd.com/papers/ijtsrd19008.pdf Direct URL: http://www.ijtsrd.com/engineering/civil-engineering/19008/study-on-soil-foundation-interaction-under-a-bridge-pier/zin-may-hnin

Authors and Affiliations

Keywords

Related Articles

Performance and Emission Characteristics of Biodiesel From Algae in A Diesel Engine

Rapid industrialization and growth in population has resulted in the rapid increase in energy demand. Indiscriminate use of fossil fuels has led to extinction of petroleum sources. Pollutant emissions from diesel engines...

Design of multi -band dual linear polarized microstrip antenna for remote sensing applications

The design of triple “ band L1/L5/S dual linear polarized microstrip antenna is simulated and presented. The triple band is designed as one antenna for dual “ band L1/L5 with dual “ linear polarization and a shared apert...

Computational prediction of damage associated non synonymous SNPs of CYP17A1 and CYP19A1 gene

The cytochrome P450 proteins are monooxygenases which catalyze many reactions involved in drug metabolism and synthesis of cholesterol, steroids and other lipids. CYP17A1 and CYP19A1 are the key proteins involved in ster...

Matlab Based Image Compression Using Various Algorithm

Image Compression is extremely intriguing as it manages this present reality issues. It assumes critical part in the exchange of information, similar to a picture, from one client to other. This paper exhibits the utiliz...

Attitudinal Change towards Technical and Vocational System of Education The Way Forward to Educational Development

The research was conducted to ascertain level of awareness and attitude of parents, students and the public towards technical and vocational system of education. A sample of 400 students from various secondary schools, 4...

Download PDF file
  • EP ID EP439385
  • DOI -
  • Views 40
  • Downloads 0

How To Cite

(2018). Study on Soil-Foundation Interaction under a Bridge Pier. International Journal of Trend in Scientific Research and Development, 3(1), 575-581. https://europub.co.uk/articles/-A-439385