Slope stability in slightly fissured claystones and marls

被引:18
作者
Alonso, Eduardo E. [1 ]
Pinyol, Nuria M. [1 ,2 ]
机构
[1] UPC, Dept Geotech Engn & Geosci, Barcelona 08034, Spain
[2] Int Ctr Numer Methods Engn, Barcelona 08034, Spain
关键词
Slope instability; Claystone; Weathering; Discontinuities; Scale effects; In situ tests; Case history; RESIDUAL SHEAR-STRENGTH; AZNALCOLLAR DAM FAILURE; CLAY; LANDSLIDES; BEHAVIOR;
D O I
10.1007/s10346-014-0526-5
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The paper deals with the behavior of some characteristic soft rocks found in the Iberian Peninsula. In geological terms, they belong to Tertiary basins, the Keuper period and the Jurassic-Cretacic transition. The discussion is organized around the following aspects: (a) the intact material and its brittle behavior; (b) the weathering action of atmospheric events; (c) the persistent discontinuities and scale effects; and (d) the modification of strength after failure. In all cases, instability phenomena are addressed in connection with several case histories. Regarding material brittleness and the initial stress state, two cases of first time failures are discussed. Practical implications concerning the selection of operative strength will be given. Field observations of the relevance of weathering and, also, on the rate of weathering, are given for a Weald claystone. Field observations emphasize the importance of sharp transitions between weathered and intact (or slightly weathered) levels. A recent long-term laboratory investigation on the nature of degradation will be summarized. Macroscopic variables such as stiffness and tensile strength have been found to be uniquely predicted by a degradation law in terms of the accumulated plastic deformations. Persistent discontinuities and, in particular, sedimentation planes play a dominant role to explain slope failures not related to the shallow failures, usually associated with weathered profiles. The strength of discontinuities in a Weald formation was investigated by means of tests performed at two scales. Finally, the evolution in time of residual strength induced by chemical actions, associated with groundwater flow, is highlighted in connection with actual field data of unstable slopes.
引用
收藏
页码:643 / 656
页数:14
相关论文
共 47 条
[1]  
Alonso E, 1998, AA BALKEMA, V2, P991
[2]  
ALONSO E.E., 2012, LANDSLIDES ENG SLOPE, P175
[3]   Aznalcollar dam failure. Part 3: Dynamics of the motion [J].
Alonso, EE ;
Gens, A .
GEOTECHNIQUE, 2006, 56 (03) :203-210
[4]   Aznalcollar dam failure. Part 1: Field observations and material properties [J].
Alonso, EE ;
Gens, A .
GEOTECHNIQUE, 2006, 56 (03) :165-183
[5]   Influence of rainfall on the deformation and stability of a slope in overconsolidated clays: a case study [J].
Alonso, EE ;
Gens, A ;
Delahaye, CH .
HYDROGEOLOGY JOURNAL, 2003, 11 (01) :174-192
[6]   THE LANDSLIDE OF CORTES-DE-PALLAS, SPAIN [J].
ALONSO, EE ;
GENS, A ;
LLORET, A .
GEOTECHNIQUE, 1993, 43 (04) :507-521
[7]  
Anson R., 2002, B ENG GEOL ENVIRON, V61, P325, DOI [10.1007/s10064-002-0151-8, DOI 10.1007/S10064-002-0151-8]
[8]   The effect of calcium ions in pore water on the residual shear strength of kaolinite and sodium montmorillonite [J].
Anson, RWW ;
Hawkins, AB .
GEOTECHNIQUE, 1998, 48 (06) :787-800
[9]   Regional-scale high-plasticity clay-bearing formation as controlling factor on landslides in Southeast Spain [J].
Azanon, Jose M. ;
Azor, Antonio ;
Yesares, Jesus ;
Tsige, Meaza ;
Mateos, Rosa M. ;
Nieto, Fernando ;
Delgado, Jorge ;
Lopez-Chicano, Manuel ;
Martin, Wenceslao ;
Rodriguez-Fernandez, Jose .
GEOMORPHOLOGY, 2010, 120 (1-2) :26-37
[10]  
BJERRUM C., 1967, J SOIL MECH FDN DIV, V93, P3