Estimation Of Marine Salts Behavior Around The Bridge Structures
The Estimation Of Marine Salts Behavior Around The Bridge Structures Project Material
Abstract
This study was carried out to investigate estimation of marine salts behaviour around the bridge structures. The development of chloride penetration models is essential for the assessment of the service life of concrete structures exposed to marine environment. Simple models are derived from Fick’s 2nd law of diffusion are at present the best way to predict chloride penetration in practical situations. However these models need to be calibrated with experimental results. This study presents an experimental study where the parameters used in the penetration model where calibrated to allow the prediction of long term chloride content in concrete. The results showed that the concrete cover and concrete quality requirements stated in the present codes need to be increased so that an acceptable service life can be achieved.
Chapter One
1.0 INTRODUCTION
This chapter introduces the Estimation Of Marine Salts Behavior Around The Bridge Structures and its relevance, states the research problems, research questions, and objectives, provides a background of the study, and should also include the research hypothesis.
Chapter Two: Literature Review
In this chapter, Estimation Of Marine Salts Behavior Around The Bridge Structures is critically examined through a review of relevant literature that helps explain the research problem and acknowledges the contribution of scholars who had previously contributed immensely to similar research. The chapter intends to deepen the understanding of the study and close the perceived gaps …
SIMILAR PROJECT TOPICS
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