Probability-Based Diagnosis of Defective Geotechnical Engineering StructuresSource: Journal of Performance of Constructed Facilities:;2005:;Volume ( 019 ):;issue: 004Author:William S. Kaggwa
DOI: 10.1061/(ASCE)0887-3828(2005)19:4(308)Publisher: American Society of Civil Engineers
Abstract: Many earth structures, including foundations, retaining walls, and road embankments, exhibit signs of distress, such as excessive vertical or lateral movements and cracking. Rotation or tilting and cracking of the structural components in retaining walls are quite common and constitute the majority of cases of concern in built-up areas. This paper describes a general iterative methodology for the diagnosis of existing civil infrastructure, with emphasis on geotechnical problems. The term diagnosis, as used in this paper, refers to the process of determining a set of technical explanations for the occurrence of the observed defects. Using probability theory, the investigating engineer is in a better position to make informed decisions rather than simply relying on experience and intuition. Engineering decisions include the correctness of a given hypothesis; whether further investigations are necessary or a terminal decision can be made; and whether appropriate corrective action can be undertaken. A case study is used to demonstrate the application of the methodology.
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contributor author | William S. Kaggwa | |
date accessioned | 2017-05-08T21:15:09Z | |
date available | 2017-05-08T21:15:09Z | |
date copyright | November 2005 | |
date issued | 2005 | |
identifier other | %28asce%290887-3828%282005%2919%3A4%28308%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/44406 | |
description abstract | Many earth structures, including foundations, retaining walls, and road embankments, exhibit signs of distress, such as excessive vertical or lateral movements and cracking. Rotation or tilting and cracking of the structural components in retaining walls are quite common and constitute the majority of cases of concern in built-up areas. This paper describes a general iterative methodology for the diagnosis of existing civil infrastructure, with emphasis on geotechnical problems. The term diagnosis, as used in this paper, refers to the process of determining a set of technical explanations for the occurrence of the observed defects. Using probability theory, the investigating engineer is in a better position to make informed decisions rather than simply relying on experience and intuition. Engineering decisions include the correctness of a given hypothesis; whether further investigations are necessary or a terminal decision can be made; and whether appropriate corrective action can be undertaken. A case study is used to demonstrate the application of the methodology. | |
publisher | American Society of Civil Engineers | |
title | Probability-Based Diagnosis of Defective Geotechnical Engineering Structures | |
type | Journal Paper | |
journal volume | 19 | |
journal issue | 4 | |
journal title | Journal of Performance of Constructed Facilities | |
identifier doi | 10.1061/(ASCE)0887-3828(2005)19:4(308) | |
tree | Journal of Performance of Constructed Facilities:;2005:;Volume ( 019 ):;issue: 004 | |
contenttype | Fulltext |