江西某厂工程灾害发生机理及防治对策  

Genesis and Protecting-Controlling Method of Engineering Accident in a Factory in Jiangxi Province

作　　者：刘显沐[1] 吴克海 

机构地区：[1]江西省地矿局,江西九江332000 [2]江西省高速公路管理局,江西南昌330000

出　　处：《华东交通大学学报》2005年第1期44-48,共5页Journal of East China Jiaotong University

摘　　要：江西某厂填筑地基时,未清理处于填土与基础之间的淤泥,导致工程灾害发生.作者研究表明,由于排水通道不畅,位于基础与填土间的淤泥质粉质粘土固结作用缓慢,在地下水渗流及地表水浸泡下发生水化作用,外荷载增加及频繁的涨退水是导致不稳定边坡产生工程灾害的诱发因素.治理方法研究表明,利用低压注浆法固化滑动面及增加地基抗剪能力是防治工程灾害较好方法,结合其它方法,低压注浆法可以根治滑坡.施工结果经试用表明达到预期目的.本文提供的理论及施工方法,可以在类似工程中应用,这点已在西部某工程中得到证实.The silt between basis and covered layer was not cleared away every inch in the building of civilian field of a factory of JiangXi and it had resulted in engineering accident. Writer's study have testified that the solidification of silt between basis and covered layer developed slowly because passageway of drainage was not clear and that hydration of the silt occurred because leakage of ground water along the sliding band and immersion of the lake water, increassing of load and frequent ascending and descending of the lake water level were the inducement of engineering accident of unstable slope. Study of control method of slip testified that low-pressure-inject-slurry was suitable for protecting-controlling of slip and it could solid sliding band and increase capacity against shearing force to control slip with other methods throughout. Probation of the engineering testifies that the result is expected gaol. The method of theory and engineering might be applied to protecting and controlling of the similar engineering accident and it is certified by the engineering further in the westchina in August, 2003.

关 键 词：工程灾害 地基 低压注浆 抗剪能力 填土 固结 淤泥质粉质粘土 浆法 根治 诱发因素 

分 类 号：U416[交通运输工程—道路与铁道工程] TU457[建筑科学—岩土工程]