The proper control value of embedded depth in rock of slurry drilled pile, so far has not been determined.
泥浆护壁钻孔灌注桩的嵌岩深度的控制值问题目前尚未明确。
Besides, the bearing capacity of over-length drilled pile will also be influenced by the factors like constructing technologies and soil properties.
超长桩的承载性能还受土体特性、施工工艺等因素影响。
The design and installation of a drilled grouting pile foundation is introduced. Accident is discovered by dynamic pile tests. The causes are analyzed and the remedies are proposed.
介绍了某工程钻孔灌注桩桩基设计与施工情况，并就动测结果发现桩基存在质量问题的原因进行剖析，并提出了补强加固措施。
Drilled a hole the filling pile to play the influential role in these region basic construction foundation engineering.
钻孔灌注桩在这些区域基建工程基础工程中发挥了重要作用。
The paper introduced one of new construction equipment that drilled filling pile.
本文介绍了钻孔灌注桩施工中的一种新设备。
Drilled grouting pile is one of the widely used types of the deep foundation.
钻孔灌注桩是一种应用最广泛的深基础形式。
Butcher about to start now, to firewood behind a pile, saw another Wolf is firewood heap holes, drilled in the past want to butcher in the back of the attack.
屠户正要上路，转到柴草堆后面一看，只见另一只狼正在柴草堆里打洞，想要钻过去从背后对屠户进行攻击。
According to common problems on spiral excavation drilled-pouring pile, including deviation of pile, declivity of hole, slumped hole, it analyzes reasons and puts forward relative prevention measures.
针对桩位偏移、桩孔倾斜、塌孔等旋挖钻孔混凝土灌注桩常见的质量问题，就其产生的原因进行了分析，并提出相应的预防措施和处理办法。
The construction of drilled hole with shaft wall protection by drilling mud belongs to the concealed work, the pile quality influences directly the superstructure security and the building subsidence.
泥浆护壁钻孔灌注桩施工属于隐蔽工程，成桩质量的好坏直接影响上层结构的安全和建筑物的沉降。
The construction technology of long spiral drilled press-grouting super-fluid concrete pile is a new kind of pile-forming construction technology.
长螺旋钻孔压灌超流态混凝土施工技术是一种值得推广的新型成桩技术。
The drilled-in pile is one type of foundation for bridge.
钻孔灌注桩是一种常用的桥梁基础形式。
Only improved its construction cost management, current drilled grouting pile projects can get good economic benefits.
对于当前形势下的钻孔灌注桩工程，只有加强施工的成本管理，才能取得良好的经济效益。
The compaction effect of artificially drilled lime-soil pile is not obvious comparing test results of soils between piles at different position.
通过对不同位置的桩间土的物理力学性能的试验比较，表明人工成孔挤密灰土桩对桩周土的挤密效果不明显。
The compaction effect of artificially drilled lime-soil pile is not obvious comparing test results of soils between piles at different position.
通过对不同位置的桩间土的物理力学性能的试验比较，表明人工成孔挤密灰土桩对桩周土的挤密效果不明显。
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