Vol.8, No 1, 2010 pp. 79 - 97
UDC 691.212:531.47+539.211+539.42(045)=111
DOI: 10.2298/FUACE1001079K


INFLUENCE OF PRINCIPAL STRESS DIRECTION ON THE STRESS-STRAIN-STRENGTH BEHAVIOUR OF COMPLETELY DECOMPOSED GRANITE
Md. Kumruzzaman1, Jian-Hua Yin2
1Department of Civil Engineering, Rajshahi University of Engineering & Technology, Bangladesh,
2Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong.
E-mail: kzzaman2001@hotmail.com, cejhyin@polyu.edu.hk
The measurement and study of the stress-strain-strength behavior of soils in general stress states involving principal stress rotation are necessary and valuable. To investigate the strength behavior under principal stress rotation, a series of undrained tests on compacted hollow cylinder specimens of completely decomposed granite (CDG) was carried in hollow cylinder apparatus. Tests were conducted using constant inside and outside pressures and maintained a fixed angle of rotation of principal stress with the vertical (α). Seven different angles of major principal stress orientations were used to cover the entire range of major principal stress directions from vertical to the horizontal. Two different confining stresses were used to find out the variations of the experimental results. It is observed that the deviator stresses as well as excess pore pressures decrease with the angle α. It is also observed that specimens were getting softer with the increase of α. The results also show a significant influence of principal stress direction angle on the strength parameters. It is found that the angle α is related to the occurrence of cross-anisotropy and the localization which resulted in a pronounced influence on the strength parameters of the CDG specimens.
Key words: Hollow cylinder, principal stress rotation, friction angle, failure surface, cross anisotropy.

UTICAJ PRAVCA GLAVNIH NAPONA NA PONAŠANJE ČVRSTOĆE NAPON-DILATACIJU- KOD POTPUNO RASPADNUTOG GRANITA
Merenja i proučavanja napona-dilatacije čvrstoće tla u opštim stanjima napona uključujući glavni napon rotacije su neophodna i dragocena. Da bi se istražilo ponašanje čvrstoće pod glavnim naponom rotacije, sproveden je niz opita na uzorcima raspadnutog granita (CDG) sabijenim u šupljem cilindru. Opiti su sprovedeni uz stalne unutrađnje i spoljne pritiske uz održavanje fiksnog ugla rotacije glavnih napona sa vertikalom (α). Korišćeni su sedam različitih uglova orjentacije glavnih napona za da se pokrije opseg pravaca glavnih napona od vertikale do horizontale. Dva različita ograničavajuća napona korišćena su za iznalaženje varijanti eksperimentalnih rezultata. Primećeno je da devijator napona kao i prekoračenje pornog pritiska opada sa uglom α. Takođe je primećeno da su uzorci sve mekši sa povećanjem ugla α. Rezultati takođe pokazuju značajan uticaj ugla glavnih napona na parametre čvrstoće. Uočeno je da je ugao α vezan za pojavu poprečne anizotropije i lokalizaciju koja je rezultirala izraženim uticajem na parameter čvrstoće CDG uzoraka.
Ključne reči: šuplji cilindar, glavni napon rotacije, ugao trenja, površina loma, poprečna anizotropija