摘要
采用条桩式地下连续墙加锚杆联合支护方案 ,既保证了基坑支护的稳定和安全 。
The supporting design of combining bardiaphragm wall with anchor can not only ensure the stability and safety of the supporting structure,but also diminish the technical difficulties.
出处
《岩土工程技术》
2000年第2期67-71,共5页
Geotechnical Engineering Technique