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Publications tagged with [kinematic analysis]
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Hussain G.
,
Singh Y.
et al.
<p>The national highways are always considered as the economic backbone of the country and have often assisted development work all along their routes. The National Highway (NH-1D) is the most strategic and the only all weather surface link between the two ...
Filed under:
Rock Mechanics -
Rock Slope Stability
Reference:
Geomaterials, 2015, 5, 56-67
On 4 September 2010, a surface rupturing earthquake (Mw 7.1) struck the Canterbury Plains region in New Zealand's South Island. The Canterbury Plains is a region of relatively low seismicity, and the structure that ruptured was a previously unmapped fault. ...
Filed under:
Earthquake Engineering -
Earthquake Investigation
Reference:
NZSEE Annual Technical Conference & AGM, 13-15 April 2012, Christchurch
Saroglou H.
,
Marinos V. P.
et al.
The paper presents the kinematics of rock instability of a high limestone promontory, where the Monemvasia historical site is situated, in Peloponnese in Southern Greece. The instability phenomena poses a significant threat to the town located at the base of ...
Filed under:
Rock Mechanics -
Rock Falls
Reference:
Nat. Hazards Earth Syst. Sci., 12, 1823–1836, 2012
Fibre reinforcement is a technology to improve the strength of soils used as fill in geotechnical structures. The properties of the fibre-reinforced sand are anisotropic because of the distribution of orientation of the fibres, which is characterised by a ...
Filed under:
Soil Mechanics -
Soil Behavior & Testing
Reference:
Geotechnique 58, No. 6, 489-501, 2008
Brideau M.-A.
,
Stead D.
et al.
The Clanwilliam Landslide, April 2nd 1999, occurred on a south facing slope above Clanwilliam Lake, approximately 13 km west of Revelstoke, B.C. The landslide is located near the western margin of the Shuswap Metamorphic Complex and a major tectonic structure ...
Filed under:
Engineering Geology -
Landslides
Reference:
4th Canadian Conference on Geohazards : From Causes to Management, J. Locat, D. Perret, D. Turmel, D. Demers et S. Leroueil
<p>The Inönü-Eskisehir fault system (IEFS) is one of the most important fault systems in Central Anatolia and consists of a series of NW–SE- to WNW–ESE-trending fault zones extending from Uludag (Bursa) in the northwest to SultanhanI ...
Filed under:
Geology -
Structural geology
Reference:
Turkish Journal of Earth Sciences (Turkish J. Earth Sci.), Vol. 16, 2007, pp. 471–492. Copyright ©TÜB‹TAK
Gurocak Z.
,
Alemdag S.
et al.
<p>This paper presents the slope stability and excavatability assessment of rocks at the Kapikaya dam site that contains diabases.</p>
Filed under:
Rock Mechanics -
Rock Slope Stability
Reference:
Engineering Geology 96 (2008) 17-27
The following paper describes the cause, course and result of geological engineering investigations of rock slopes.
Filed under:
Rock Mechanics -
Rock Slope Stability
Reference:
9:15 - 11:00 HUM-1115. Beginn 2006.10.10.
Sartori M.
,
Baillifard F.
et al.
<p>About 22 mio m<sup>3</sup> of rock fell from a cliff near the village of Randa (10 km north of Zermatt, Switzerland) on 18 April 1991. A second retrogressive rockslide of about 7 miom<sup>3</sup> followed on 9 May 1991. At present, a rock mass situated ...
Filed under:
Rock Mechanics -
Rock Slope Stability
Reference:
Natural Hazards and Earth System Sciences (2003) 3: 423–433
Stability analyses of reinforced soil structures are traditionally based on limit equilibrium calculations. Results from such analyses are sometimes ambiguous because of different assumptions made in addition to the <br>limit state. It is shown in this paper ...
Filed under:
Soil Mechanics -
Geosynthetics & Soils
Reference:
Geotextiles and Geomembranes Geotextiles and Geomembranes 16 (1998) 311-331
