GEOTECHNICAL CHARACTERISTICS OF IGNIMBRITE - A SOFT PYROCLASTIC-ROCK TYPE

Authors
Citation
Vg. Moon, GEOTECHNICAL CHARACTERISTICS OF IGNIMBRITE - A SOFT PYROCLASTIC-ROCK TYPE, Engineering geology, 35(1-2), 1993, pp. 33-48
Citations number
NO
Categorie Soggetti
Geology,"Engineering, Civil
Journal title
ISSN journal
00137952
Volume
35
Issue
1-2
Year of publication
1993
Pages
33 - 48
Database
ISI
SICI code
0013-7952(1993)35:1-2<33:GCOI-A>2.0.ZU;2-W
Abstract
The ranges of a variety of geotechnical properties encompassed by the ibnimbrite lithology are established. Ignimbrites are of low density ( 1212-1928 kg m-3) and high porosity (18-51%), are very weak to weak in compression (0.23-54 MN m-2), have low tensile strength (0.12-7.1 MN m-2) and cohesion (0.06-9.0 MN m-2), yet the angle of internal frictio n is comparatively high (27-degrees-38-degrees). The second-cycle slak e durability index (I(d2)) ranges from very low (30%) to very high (99 .3%). Considerable softening (softening factors of 1.3-10.8) occurs on saturation, and all ignimbrites undergo significant plastic deformati on prior to failure. Extensive systems of open, continuous, vertical j oints occur in many ignimbrites, typically forming a very widely space d (3-5 m), irregular columnar pattern, while other ignimbrites are eff ectively non-jointed, though occasional closed, continuous vertical jo ints occur at extremely wide spacings (10-15 m). Large changes in stre ngth and jointing may occur within a single profile. Two broad categor ies of ignimbrite are recognised: durable ignimbrites with I(d2) great er-than-or-equal-to 90%, and non-durable ignimbrites with I(d2) less-t han-or-equal-to 30%. Durable ignimbrites behave as weak rocks for whic h the rock mass characteristics exert the primary influence upon slope stability and engineering behaviour. Steep slopes and precipitous gor ges result from the predominance of vertical jointing, and high cleft water pressures have contributed to historical engineering failures. N on-durable ignimbrites are typically non-jointed and are the weakest m aterials; they are classified as soft rooks, and the intact rock chara cteristics are the dominant control on their behaviour. High friction angles allow relatively steep slopes, but low durability makes them pr one to gully erosion. They are typically very sensitive materials and susceptible to piping. Second-cycle slake durability index and effecti ve porosity together allow classification of ignimbrites and predictio n of likely material characteristics. These tests require small specim ens and simple laboratory equipment.