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<article language="en">
	<journal>
		<journal_title>Natural Hazards and Earth System Science</journal_title>
		<journal_url>www.nat-hazards-earth-syst-sci.net</journal_url>
		<issn>1561-8633</issn>
		<eissn>1684-9981</eissn>
		<volume_number>10</volume_number>
		<issue_number>2</issue_number>
		<publication_year>2010</publication_year>
	</journal>
	<doi>10.5194/nhess-10-191-2010</doi>
	<article_url>http://www.nat-hazards-earth-syst-sci.net/10/191/2010/</article_url>
	<abstract_html>http://www.nat-hazards-earth-syst-sci.net/10/191/2010/nhess-10-191-2010.html</abstract_html>
	<fulltext_pdf>http://www.nat-hazards-earth-syst-sci.net/10/191/2010/nhess-10-191-2010.pdf</fulltext_pdf>
	<start_page>191</start_page>
	<end_page>201</end_page>
	<publication_date>2010-02-02</publication_date>
	<article_title content_type="html">Rockslide deformation monitoring with fiber optic strain sensors</article_title>
	<authors>
		<author numeration="1" affiliations="1">
			<name>J. R. Moore</name>
			<email>jeffrey.moore@erdw.ethz.ch</email>
		</author>
		<author numeration="2" affiliations="1">
			<name>V. Gischig</name>
		</author>
		<author numeration="3" affiliations="1">
			<name>E. Button</name>
		</author>
		<author numeration="4" affiliations="1">
			<name>S. Loew</name>
		</author>
	</authors>
	<affiliations>
		<affiliation numeration="1" content_type="html">Geological Institute, Swiss Federal Institute of Technology (ETH), Zurich, Switzerland</affiliation>
	</affiliations>
	<abstract content_type="html">With micro-strain resolution and the capability to sample at rates of 100 Hz
and higher, fiber optic (FO) strain sensors offer exciting new possibilities
for in-situ landslide monitoring. Here we describe a new FO monitoring system
based on long-gauge fiber Bragg grating sensors installed at the Randa
Rockslide Laboratory in southern Switzerland. The new FO monitoring system
can detect sub-micrometer scale deformations in both triggered-dynamic and
continuous measurements. Two types of sensors have been installed: (1) fully
embedded borehole sensors and (2) surface extensometers. Dynamic measurements
are triggered by sensor deformation and recorded at 100 Hz, while continuous
data are logged every 5 min. Deformation time series for all sensors show
displacements consistent with previous monitoring. Accelerated shortening
following installation of the borehole sensors is likely related to long-term
shrinkage of the grout. A number of transient signals have been observed,
which in some cases were large enough to trigger rapid sampling. The
combination of short- and long-term observation offers new insight into the
deformation process. Accelerated surface crack opening in spring is shown to
have a diurnal trend, which we attribute to the effect of snowmelt seeping
into the crack void space and freezing at night to generate pressure on the
crack walls. Controlled-source tests investigated the sensor response to
dynamic inputs, which compared an independent measure of ground motion
against the strain measured across a surface crack. Low frequency signals
were comparable but the FO record suffered from aliasing, where undersampling
of higher frequency signals generated spectral peaks not related to ground
motion.</abstract>
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</article>

