3) steel pipe pilecompound soil-nailing wall
钢管桩复合土钉墙
1.
Through analysis and comparison between numerical simulation results and measured deformation of foundation pit,it is indicated that application of numerical simulation method during excavation and supporting of foundation pit is comparatively reliable and that steel pipe pilecompound soil-nailing wall can satisfy the requirements of stability of support in foundation pit.
通过数值模拟结果与实测基坑变形数据分析比较,可知数值模拟的方法应用于基坑开挖支护过程是比较可靠的,且钢管桩复合土钉墙能很好地满足基坑支护稳定性的要求。
4) Composite piles of shaped steel and soil cement
型钢水泥土复合桩
6) Channel-Steel-Piles Composite Soil Nailing
锚管桩复合土钉支护
1.
Stability of Channel-Steel-Piles Composite Soil Nailing;
锚管桩复合土钉支护稳定性研究
补充资料：宝鸡石油钢管厂大口径薄壁钢管的φ508排辊成形机组
宝鸡石油钢管厂大口径薄壁钢管的φ508排辊成形机组
宝鸡石油钢管厂大口径薄壁钢管的中508排辊成形机组
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条