Portal: International

In November 1936, during a climbing expedition to the glacier-capped peaks of central New Guinea, Dutch Petroleum Geologist Jean Jaques Dozy discovered a massive copper mineralized outcrop

Macro-synthetic ber-reinforced shotcrete (SnFRS) has rapidly gained popularity in Australia over the past 5 years. This can be attributed mainly to the huge improvement in post-crack performance that has been demonstrated over recent years and the almost universal adoption of this material for ground support by the underground mining industry.

The small village of Sissach, near Basel, in Switzerland is one of the nicest Swiss villages in the country, but the serenity is plagued each rush hour by heavy commuter traffic. The solution was a bypass tunnel running through the Chienberg hill to the north side of the village. Shallow cover, unconsolidated material at the portals, a TBM pilot tunnel, and the potential for squeezing ground conditions distinguish the Sissach tunnel from many tunnels currently under construction in Switzerland.
The 2284 m (7500 ft) long Sissach bypass tunnel runs a maximum of 120 m (395 ft) beneath the Chienberg hill and beneath the picturesque homes of the Sissach village. It was originally intended to run the two-lane bidirectional bypass up and over the hill on the surface, but protests by the local villages forced the local Canton government to adopt an underground route for the heavy commuter traffic currently passing through the village.
To accommodate the shallow underground route, the alignment is divided into three separate sections: a section of 550 m (1800 ft) cut-and-cover and 200 m (656 ft) cover and cut on the west end, followed by a 1440 m (4725 ft) length of mined tunnel, and a 94 m (308 ft) section of cut-and-cover at the east end.
The first 550 m (1800 ft) of cut-and-cover on the west end of the project was completed under a separate contract and included the boxed section over the Ergolz River. The contract for the main bypass civil works, including the mined tunnel, was awarded to the Arge Chienbergtunnel Sissach, a joint venture led by the Batigroup, Switzerland™s

The Japan Tunnelling Association (JTA) and International Tunnelling Association (ITA) sponsored the Shotcrete for Underground Support IX Conference held in Kyoto, Japan, from November 17-20, 2002. It is a cooperative conference with the United Engineering Foundation, New York, which sponsored the previous eight conferences, the first of which was held 30 years ago. A total of 35 papers were presented at the conference, 34 of which are published in a proceedings available from the JTA. The conference was chaired by Koichi Ono, Professor, Kyoto University, Japan, and co-chaired by D. R. (Rusty) Morgan, Chief Materials Engineer, AMEC Earth & Environmental Limited, Vancouver, British Columbia, Canada.
The conference was a resounding success. It was attended by over 70 delegates, with papers from Japan, South Korea, Vietnam, India, Canada, Brazil, France, Finland, Norway, and Switzerland. Keynote addresses were given by Koichi Ono from Japan on œShotcrete Use in Tunnelling Works in Japan (over 2 million m3 per annum); Minema Ikoma from the Japan Railway Construction

Over the last decade, dramatic improvements in spraying technology have allowed shot-crete to become the first-choice ground support in many underground mines in Australia. Before 1994, only a very small amount of dry spray shotcrete was used. Since then, the increased use of wet-mix fiber-reinforced shotcrete has been extremely rapid, spurred along by improvements in machinery, admixtures, fibers, and under-standing the way shotcrete behaves as a ground support element.
Today, nearly 100,000 m3 (130,000 yd3) of shotcrete is applied annually in some 20 under-ground mines. While volumes have leveled off during a recent period of depressed metal prices, it is almost certain to boom again as metal prices improve and new mines come online. Australian mines are characterized by reasonably shallow ore bodies hosted in hard rock. This made under-ground mining initially fairly simple with little ground support needed beyond a few rock bolts. As surface deposits have become depleted, however, mine owners are increasingly spending their exploration dollars drilling beneath existing deposits to find new resources. This has led to ever-deepening extraction depths and associated ground support difficulties.