pile caps造句

• Analysis for the internal force of pile capping beam considering continuity of soil mass
  考虑土体连续性的桩基承台梁内力分析
• Main tower - pile cap construction concrete mixer trucks delivery with flat top barge
  平面墩船运送混凝土车往主塔桩帽灌注现场
• High - rise pile cap
  深基础高桩承台
• Low pile cap
  深基础低桩承台
• Test research on high performance concrete of pile caps in hangzhou bay sea - crossing bridge
  杭州湾跨海大桥承台高性能混凝土的试验研究
• Study on the mechanic performance for middle pile of steel fiber reinforced concrete five pile caps
  钢纤维混凝土五桩承台中间桩受力研究
• Prebored h pile at existing bridge 6 west abutment deck b completed and pile cap in progress
  已完成位于福亨村路的地基工程及施工中的桩帽
• Mass pile cap
  大型桩帽
• Main tower - pile cap construction - stainless rebar tt layer - couplers for walls of main pylon
  主塔桩帽-钢筋tt层及供连接主塔缰墙壁内之钢筋的联接器
• Application of steel casing as formwork for construction of pile caps for sea crossing bridge of contract in hangzhou bay
  在杭州湾大桥桩基础施工测量中应用
• Construction of the pile cap of the two abutments of bridge no . str06 has been completed near the pak kung au
  邻近于伯公坳的桥编号str06南和北桥墩的桩帽工程经已完成
• Construction of the pile cap of the west abutment of bridge no . str18 near the wsd catchwater foreground
  邻近于长沙引水道为桥编号str18的西桥墩进行桩地基工程前景观
• The construction method using steel boxed cofferdam is a chief method for construction of pile caps in deep water
  摘要钢吊箱围堰施工方法是深水承台施工中的一种主要施工方法。
• The stability of elevated pile caps is an issue deserving concern either in the design procedures or at construction stages
  摘要高桩承台的稳定，在设计与施工过程中是值得关注的。
• Design and construction of steel boxed cofferdams for pile caps of hangzhou bay sea - crossing bridge in tidal - flat area on south bank
  杭州湾跨海大桥南滩涂区承台钢吊箱围堰设计与施工
• The influences of fender piles on pile cap reactions , settlements , moments and twist moments of raft are discussed herein
  讨论了考虑围护桩作用对桩顶反力、沉降及筏板弯矩、扭矩所带来的影响。
• With the increase of the pile quantity of wharfs , the dimension of pile caps and the depth - span ratio of beams increase gradually
  摘要港口码头基桩数量的越来越多，导致了高桩码头中桩帽尺寸和梁的高跨比逐渐加大。
• The results clearly illustrate the load transfer mechanism in the deep pile cap and the subsequent failure mode of two - way shear
  对于分析得到的结果进行了图形表示和解释，同时，对于分析中的某些限制及假定进行了说明。
• The pile cap is located at 6 . 7 metres below the mean sea level . it would be very difficult to construct the pile cap as underwater construction will be required
  -桩帽在平均海平面以下6 . 7米，由于必须在水底下施工，因此建造桩帽时会十分困难。
• With the development of construction technology and mechanic about deepwater foundation , hanging box weir had being applied widely for construction of high pile cap
  随着深水基础施工技术和机械的发展，吊箱围堰在高桩承台施工中的应用日益广泛。