摘要
沙湾涌口水闸不均匀沉降，采用掏土与锚杆静压相结合进行纠偏，旋喷桩进行加固取得成功且效益显著。
The biggest subsidence in Shawan Yongkou water gate is 25.3 cm.The soil digging and anchor static press are combined for rectification,jet grouting pile for stabilization has been proved successful and beneficial.
出处
《西部探矿工程》
CAS
2000年第1期13-14,共2页
West-China Exploration Engineering
