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Publications in
Difficult Earth Materials
Total Items found:
12
SWELLING PROBLEMS AND TRIAXIAL SWELLING BEHAVIOR OF CLAYSTONE: A CASE STUDY IN TIRE, TURKEY (2011)
Bilir M. E.
In this study swelling problem caused by claystone containing smectite group clay mineral in Tire Lignite Enterprise (Izmir, Turkey) was investigated and triaxial swelling behavior of the claystone was determined.
Filed under:
Engineering Geology
-
Difficult Earth Materials
Reference:
Scientific Research and Essays Vol. 6(5), pp. 1106-1116, 4 March, 2011
CHARACTERISTICS, PROBLEMS ANDREMEDIES OF EXPANSIVE SOILS OFRAJASTHAN, INDIA (2007)
Ameta N. K.
,
Purohit D. G. M.
et al.
<p>The present paper deals with the properties of expansive soils of Rajasthan, India at various locations.</p>
Filed under:
Engineering Geology
-
Difficult Earth Materials
Reference:
EJGE 2007
BETTER UNDERSTANDING THE STRENGTHS OF SERPENTINITE VIMROCK AND HOMOGENEOUS SERPENTINITE (2004)
Glawe U.
,
Upreti B. N.
This paper describes two projects in which serpentinite caused significant problems: during design of the Kusan - 3 HEPP dam in Indonesia: and during construction of the Berke powerhouse access tunnel in Turkey.
Filed under:
Engineering Geology
-
Difficult Earth Materials
Reference:
ROCK ENGINEERING FESLBAU 22 (2004) NR. 5
SUBSTANCE AND MASS PROPERTIES FOR THE DESIGN OF ENGINEERING STRUCTURES IN THE HAWKESBURY SANDSTONE (2004)
Pells P. J. N.
This paper presents the rock mass parameters of Hawkesbury Sandstone
Filed under:
Engineering Geology
-
Difficult Earth Materials
Reference:
Australian Geomechanics Vol 39 No 3 September 2004
SWELLING AND COMPRESSIBILITY CHARACTERISTICS OF SOIL - BENTONITE MIXTURES (2003)
Muntohar A. S.
<p>The outcomes of this study can provide insight into the swelling and the compressibility behavior of soil - bentonite mixtures, between non-swelling materials and swelling materials. A simple swell and compression laboratory test has been conducted for ...
Filed under:
Engineering Geology
-
Difficult Earth Materials
Reference:
DIMENSI TEKNIK SIPIL VOL 5, NO. 2, September 2003: 93-98
ESTIMATING MECHANICAL PROPERTIESOF SHALE FROM EMPIRICAL CORRELATIONS (2001)
Horsrud P.
This paper presents empirical correlations to assist in predictingshale mechanical properties.
Filed under:
Engineering Geology
-
Difficult Earth Materials
Reference:
June 2001 SPE Drilling & Completion
ROCK MECHANICS DESIGN AND PRACTICE FOR SQUEEZING GROUND AND HIGH STRESSCONDITIONS AT PERSEVERANCE MINE (2000)
Struthers M. A.
,
Turner M. H.
et al.
This paper is about underground mining of the Perseverance orebody that has always presented significant challenges due to the difficult ground conditions in the weak and altered ultramafic rocks. The range of problems include areas of swelling minerals, intense ...
Filed under:
Engineering Geology
-
Difficult Earth Materials
Reference:
Proceedings Massmin 2000, pp 755-764 (The Australasian Institute of Mining and Metalurgy: Melbourne)
GEOTECHNICAL RISKS ON LARGE CIVIL ENGINEERING PROJECTS (1998)
Hoek E.
,
Palmeiri A.
This paper explores methods for predicting unforeseen geological conditions in large civil engineering projects.
Filed under:
Engineering Geology
-
Difficult Earth Materials
Reference:
"Keynote address for Theme I - International Association of Engineering Geologists Congress, Vancouver, Canada, September 21 to 25, 1998"
ENGINEERING GEOLOGY OF THE TRIASSIC ROCKS OF THE SYDNEY AREA (1994)
Pells P. J. N.
This paper provides a thumbnail summary of the engineering geology of the Triassic rocks of the Sydney basin.
Filed under:
Engineering Geology
-
Difficult Earth Materials
Reference:
www.pellsconsulting.com.
LAYER SILICATES FROM SERPENTINITE-PEGMATITE CONTACT (WIRY, LOWER SILESIA, POLAND) (1993)
Jelitto J.
,
Dubinska E.
et al.
This paper is about a highly tectonized contact between serpentinite and younger pegmatite in the magnesite mine of Wiry that contains various layer silicates.
Filed under:
Engineering Geology
-
Difficult Earth Materials
Reference:
Clays and Clay Minerals, Vol. 41, No. 6, 693-701, 1993.
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