Site Characterization during Bridge Foundation Construction Using Electrical Resistivity Tomography

A shallow underground water-filled cavity was encountered in limestone bedrock during the construction of a new column footing for the Gasconade River Bridge over Interstate 44. Five electrical resistivity tomography (ERT) profiles and borehole control were acquired in immediate proximity to the exi...

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Bibliographic Details
Main Authors: Aleksandra V. Varnavina, Evgeniy V. Torgashov
Format: Article
Language:English
Published: AIMS Press 2016-07-01
Series:AIMS Geosciences
Subjects:
ERT
Online Access:http://www.aimspress.com/geosciences/article/881/fulltext.html
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spelling doaj-861ad8f091484e1688869ac5f6854d522020-11-24T21:27:50ZengAIMS PressAIMS Geosciences2471-21322016-07-012320121310.3934/geosci.2016.3.201geosci-02-00201Site Characterization during Bridge Foundation Construction Using Electrical Resistivity TomographyAleksandra V. Varnavina0Evgeniy V. Torgashov1Department of Geosciences & Geologic & Petroleum Engineering, Missouri University of Science and Technology, 129 McNutt Hall, 1400 N. Bishop, Rolla, MO 65409, USADepartment of Geosciences & Geologic & Petroleum Engineering, Missouri University of Science and Technology, 129 McNutt Hall, 1400 N. Bishop, Rolla, MO 65409, USAA shallow underground water-filled cavity was encountered in limestone bedrock during the construction of a new column footing for the Gasconade River Bridge over Interstate 44. Five electrical resistivity tomography (ERT) profiles and borehole control were acquired in immediate proximity to the existing and the new column footings in order to assess the integrity of the rock beneath the foundation columns and characterize the encountered cavity. Two parallel southwest- northeast trending fracture zones were identified on the acquired ERT profiles and competent rock was differentiated from more extensively fractured rock. The volumetric extent of the void was mapped based on the interpretation of the ERT, borehole and injected grout data. A conceptual model for the development of the water-filled cavity was proposed.http://www.aimspress.com/geosciences/article/881/fulltext.htmlERTresistivitykarst terrainsolution-widened jointsdissolutionsite characterizationcavity
collection DOAJ
language English
format Article
sources DOAJ
author Aleksandra V. Varnavina
Evgeniy V. Torgashov
spellingShingle Aleksandra V. Varnavina
Evgeniy V. Torgashov
Site Characterization during Bridge Foundation Construction Using Electrical Resistivity Tomography
AIMS Geosciences
ERT
resistivity
karst terrain
solution-widened joints
dissolution
site characterization
cavity
author_facet Aleksandra V. Varnavina
Evgeniy V. Torgashov
author_sort Aleksandra V. Varnavina
title Site Characterization during Bridge Foundation Construction Using Electrical Resistivity Tomography
title_short Site Characterization during Bridge Foundation Construction Using Electrical Resistivity Tomography
title_full Site Characterization during Bridge Foundation Construction Using Electrical Resistivity Tomography
title_fullStr Site Characterization during Bridge Foundation Construction Using Electrical Resistivity Tomography
title_full_unstemmed Site Characterization during Bridge Foundation Construction Using Electrical Resistivity Tomography
title_sort site characterization during bridge foundation construction using electrical resistivity tomography
publisher AIMS Press
series AIMS Geosciences
issn 2471-2132
publishDate 2016-07-01
description A shallow underground water-filled cavity was encountered in limestone bedrock during the construction of a new column footing for the Gasconade River Bridge over Interstate 44. Five electrical resistivity tomography (ERT) profiles and borehole control were acquired in immediate proximity to the existing and the new column footings in order to assess the integrity of the rock beneath the foundation columns and characterize the encountered cavity. Two parallel southwest- northeast trending fracture zones were identified on the acquired ERT profiles and competent rock was differentiated from more extensively fractured rock. The volumetric extent of the void was mapped based on the interpretation of the ERT, borehole and injected grout data. A conceptual model for the development of the water-filled cavity was proposed.
topic ERT
resistivity
karst terrain
solution-widened joints
dissolution
site characterization
cavity
url http://www.aimspress.com/geosciences/article/881/fulltext.html
work_keys_str_mv AT aleksandravvarnavina sitecharacterizationduringbridgefoundationconstructionusingelectricalresistivitytomography
AT evgeniyvtorgashov sitecharacterizationduringbridgefoundationconstructionusingelectricalresistivitytomography
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