1975
DOI: 10.1007/bf02634744
|View full text |Cite
|
Sign up to set email alerts
|

Weathering classification in the characterisation of rock: A revision

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

0
27
0
3

Year Published

2012
2012
2022
2022

Publication Types

Select...
8
1

Relationship

0
9

Authors

Journals

citations
Cited by 33 publications
(33 citation statements)
references
References 3 publications
0
27
0
3
Order By: Relevance
“…The weathering profiles have been studied following the methodology proposed by many authors (Gullà and Matano, 1997;Borrelli et al, 2012Borrelli et al, , 2014Perri et al, 2012Perri et al, , 2015 and tested in several weathered profiles of Calabria, in agreement with the well-known classification schemes used for weathered rock masses (Dearman, 1976 , 1981; G.C.O., 1988; G.S.L., 1995). Thus, the weathering degree of a rock is divided into six different classes (I to VI) from the fresh/unweathered bedrock to completely weathered rock/residual soils.…”
Section: Field Investigationmentioning
confidence: 99%
“…The weathering profiles have been studied following the methodology proposed by many authors (Gullà and Matano, 1997;Borrelli et al, 2012Borrelli et al, , 2014Perri et al, 2012Perri et al, , 2015 and tested in several weathered profiles of Calabria, in agreement with the well-known classification schemes used for weathered rock masses (Dearman, 1976 , 1981; G.C.O., 1988; G.S.L., 1995). Thus, the weathering degree of a rock is divided into six different classes (I to VI) from the fresh/unweathered bedrock to completely weathered rock/residual soils.…”
Section: Field Investigationmentioning
confidence: 99%
“…In this paper, model input parameters in terms of cohesion, angle of internal friction and density were varied to imitate weathering. Grades of weathering [8,9] which, here, were simply noted during the study but not directly used, can be employed empirically to estimate cohesion and angle of internal friction.…”
Section: Classification Of Weatheringmentioning
confidence: 99%
“…Factor of safety for slope failure was calculated using equation (8). Slope toe failure models in Figure 3 were done using AutoCAD and incorporating the mine's slope design parameters.…”
Section: Slope Failurementioning
confidence: 99%
“…• Kayaçlardaki renk ve doku değişiminin ortaya konması Saha ve laboratuvar çalışmalarında ise ayrışma-bozunma genellikle aşağıdaki fiziksel ve mekanik özelliklerindeki değişim yardımı ile belirlenmektedir (Iliev, 1967;Dearman, 1974;Dearman, 1976;Lama ve Vutukuri, 1978;Irfan ve Dearman, 1978;Koca, 1995;Karpuz ve Paşamehmetoğlu, 1997;T uğrul ve Gürpınar, 1997;Tuğrul ve Zarif, 2000;Aydin ve Basu, 2006;Ceryan, 2008).…”
Section: Gi̇ri̇ş (Introduction)unclassified