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CONSTRUCTION CHALLENGES FOR A CITY OF AUSTIN DEEP INTERCEPTOR SEWER TUNNEL

机译:奥斯汀深度拦截下水道隧道城市建设挑战

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Construction of the Austin Downtown 1Tunnel took place from 2010 to 2012 and consisted of 20,600 ft of 8–10 ft diameter bored tunnel (lined with 36–90 inch polymer pipe), six new shafts from 70–90 ft deep by 12–25 ft excavated diameter using a variety of construction techniques (large diameter polymer concrete pipe lined), tie-in to the Toomey Lift Station shaft, tie-in to the Govalle tunnel, and tie-in diversions to the South and North Austin Interceptor sewers. This paper describes the construction challenges, including: low cover, grouting of groundwater inflows, and three crossings of Lady Bird Lake.
机译:奥斯汀市中心的建设从2010年到2012年发生,由20,600英尺的8-10英尺直径钻孔隧道(带36-90英寸聚合物管道衬有),六个新的轴从120-90英尺深度达到12-25英尺挖掘直径采用各种施工技术(大直径高分子混凝土管道),搭配到Toomey升降站轴,绑在Govalle隧道中,以及南部和北奥斯汀拦截下水道的搭配分流。本文介绍了施工挑战,包括:低覆盖,地下水流入的灌浆,以及夫人鸟湖的三个交叉口。

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