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WATER SEEPING THROUGH BORED PILES IN DEEP EXCAVATION PROJECT IN BANGKOK

机译:曼谷深基坑工程中的钻孔灌注桩渗水

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This paper presents a case report of water seepage through deep bored piles during construction of deep basement of thehigh-rise hotel project in Bangkok. Bottom-up method of construction was used with diaphragm wall as a temporary wallduring excavation and as a permanent wall after completion. There were three steel bracing layers. The maximum depthof excavation of -14.80 m. from ground surface. After excavating to the final depth, there was water seepage observed atpile head during pile head trimming at cut-off level of more than 85%. This phenomenon is rarely seen as for as the authorsconcern. There are several possible causes; for example, percentage of fly ash mixture together with high water head. Tominimize the possible long-term durability, PU form grouting shall be conducted to stop the water seepage before castingmat foundation.
机译:本文介绍了曼谷高层酒店项目深层地下室施工中深孔渗水的案例报告。自下而上的施工方法是将隔板墙作为开挖期间的临时墙,作为完工后的永久墙。有三层钢支撑层。最大开挖深度为-14.80 m。从地面。开挖到最终深度后,在修整桩头期间,在截流水平超过85%时,在桩头处观察到了渗水现象。作者很少关注这种现象。有几种可能的原因。例如,粉煤灰混合物的百分比和高水头。为了最大程度地降低其长期耐久性,应在浇铸垫基之前进行PU形式的灌浆以阻止渗水。

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