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ASTM Selected Technical Papers
Field Instrumentation for Soil and Rock
By
GN Durham
GN Durham
1
Durham Geo-Enterprises Inc.
,
Stone Mountain, GA 30087
;
Symposium chairman and editor
Search for other works by this author on:
WA Marr
WA Marr
2
Geocomp Corporation
,
Boxborough, MA 01719
;
Symposium cochairman and editor
Search for other works by this author on:
ISBN-10:
0-8031-2604-2
ISBN:
978-0-8031-2604-6
No. of Pages:
414
Publisher:
ASTM International
Publication date:
1999

Developments occurring in electronics and instrumentation promise to lower the cost and improve the reliability of electronic systems to monitor geotechnical instrumentation. The miniaturization of electronics, reduction of power consumption, reduced component cost, and improved component reliability all help to make new instruments possible and geotechnical instrumentation more cost effective.

This paper describes the application of some of these developments to three problems and summarizes the potential benefits to the engineer from their use. The increased capabilities of instrumentation and data acquisition equipment combined with their improved reliability and lower cost will make future applications of geotechnical instrumentation more cost effective.

1.
Dunnicliff
,
J.
(
1988
),
Geotechnical Instrumentation for Monitoring Field Performance
,
John Wiley & Sons
,
New York
.
2.
Hawkes
,
M.
and
Marr
,
W. A.
(
1999
), “
Data Acquisition and Management for Boston's Central Artery/Tunnel Project
,”
Field Instrumentation for Soil and Rock
, ASTM STP 1358,
Durham
G.
and
Marr
W.A.
, Eds.,
American Society for Testing and Materials
,
1999
.
3.
Peck
,
R.B.
(
1969
), “
Advantages and Limitations of the Observational Method in Applied Soil Mechanics
,”
Geotechnique
 0016-8505, Vol.
19
, No.
2
, pp. 171–187.
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