T. Esaki et K. Jiang, Comprehensive study of the weathered condition of welded tuff from a historic stone bridge in Kagoshima, Japan, ENG GEOL, 55(1-2), 2000, pp. 121-130
This paper deals with the problematic weathering of a 150 year old historic
stone bridge made of welded tuff. The weathered condition of the structura
lly important arch stone from the bridge is studied comprehensively by phys
ical, chemical, and mechanical methods. As a result of this study, a physic
al weathering degree index (PWD), a chemical weathering degree index (CWD)
and related experimental methods are proposed for a subsequent study of roc
k weathering. The PWD and CWD indexes are represented respectively by the e
ffective porosity of and the combined water content in the weathered rocks.
Considering that chemical and physical weathering simultaneously affect th
e mechanical properties of rocks, a total weathering degree index (TWD) is
proposed to enable the comprehensive study of rock weathering. At the surfa
ce of the arch stone, PWD, CWD, and TWD were 7.35, 2.43, and 6.12%, respect
ively. Physical weathering was characterized by an increase of effective po
rosity within a zone of ca. 5 cm depth. Chemical weathering had advanced to
ca. 10 cm depth by processes of hydration and oxidation. No chemical leach
ing or clay alteration caused by weathering was observed. The physical weat
hering is the major weathering mode in the 150 years of weathering history
of the bridge. Both dynamic and static mechanical properties appeared to de
crease linearly with the total weathering degree. At the surface, the dynam
ic elastic modulus had decreased ca. 36%; wall strength of the joints had d
ecreased by ca. 17%; and normal stiffness had decreased by ca. 68%. (C) 199
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