城市建筑
城市建築
성시건축
URBANISM AND ARCHITECTURE
2014年
12期
167-167
,共1页
冻胀%沉降%基坑%季节冻土
凍脹%沉降%基坑%季節凍土
동창%침강%기갱%계절동토
frost heaving%setlement%foundation pit%seasonal frozen soil
本文对内蒙古锡林浩特市某露天矿储煤仓基坑工程进行了监测分析，研究结果表明：由于暴露段受气温等的影响，使得土体含水量增加、承载能力减弱，造成坡顶累计沉降值明显大于坡底位置。研究成果为同类地区的基坑施工提供了借鉴和参考。
本文對內矇古錫林浩特市某露天礦儲煤倉基坑工程進行瞭鑑測分析，研究結果錶明：由于暴露段受氣溫等的影響，使得土體含水量增加、承載能力減弱，造成坡頂纍計沉降值明顯大于坡底位置。研究成果為同類地區的基坑施工提供瞭藉鑒和參攷。
본문대내몽고석림호특시모로천광저매창기갱공정진행료감측분석，연구결과표명：유우폭로단수기온등적영향，사득토체함수량증가、승재능력감약，조성파정루계침강치명현대우파저위치。연구성과위동류지구적기갱시공제공료차감화삼고。
This article carries on the monitoring and analysis of Inner Mongolia coal excavation engineering in an open pit mine foundation engineering and the results show that because of the exposure period is affected by temperature and so on, the soil water contentincrease and the carrying capacity is weak, which cause the dust accumulate subsidence value is gr-eater than the botom position. Research results provide refe-rence for the foundation pit construction of similar areas.
