河滨软基场地高堆土施工监控

Construction supervision of high filling soil for riverside venue on soft soil-foundation

河滨软土地基上直接进行快速高堆土造山工程,因堆填土结构松散、自稳性能差、受地表水流等外界因素的影响明显,极易产生崩塌和整体滑移而危及场地附近河堤、水闸等水利设施。开展高堆土施工监控,有效地避免了堆土及后续工程施工中可能出现的安全风险。所积累的监测分析资料与工程经验,对类似场地的高堆土施工有一定的参考价值。

When directly building the fast high earth fill mountain on riverside of soft soil foundation, bacause of its loose filling structure, stable performace, collapse and destruction of integral slippage may easily occur in the vicinity of embankments, sluices and water conservancy facilities under the influence of external factors such as surface flow. Construction monitoring of high-pile-soil, has been found effective in avoiding security risks that may arise in pile-soil and subsequent construction. The experience of engineering and monitoring information analysis are valuable reference to construction of high-pile-soil on similar sites.