灰土桩的英文

• lime-soil pile

• "灰土"英文翻译    dirt; dust; orthod; Spodosol
• "桩"英文翻译    pile; pole; stake
• "地基处理灰土桩" 英文翻译 :    lime soil pile
• "土桩" 英文翻译 :    earth pile
• "灰土" 英文翻译 :    dirt; dust; orthod; spodosol◇灰土桩 lime soil pile
• "挡土桩" 英文翻译 :    breast pile
• "潮灰土" 英文翻译 :    aquod
• "磷灰土" 英文翻译 :    land phosphate; phosphorite
• "泥灰土" 英文翻译 :    boglime; clay marl; decomposed marl; lime marl; marl earth; marl soil; marly soil
• "石灰土" 英文翻译 :    calcareous soil; limestone soil; soillime
• "铁灰土" 英文翻译 :    ferrod
• "油灰土" 英文翻译 :    putty soil
• "沼灰土" 英文翻译 :    bog lime
• "红色灰土 红色石灰土" 英文翻译 :    terrarossa
• "粗颗粒土桩" 英文翻译 :    granular pile
• "打混凝土桩" 英文翻译 :    concrete pile driving
• "打入桩；入土桩" 英文翻译 :    driven pile
• "夯实土桩" 英文翻译 :    rammed-soil pile
• "混凝土桩" 英文翻译 :    c.concrete pile; concrete piling; monument
• "混凝土桩帽" 英文翻译 :    concrete pile follower
• "入土桩；打入桩" 英文翻译 :    driven pile
• "潮湿灰土" 英文翻译 :    aquod
• "腐殖质灰土" 英文翻译 :    humod
• "黑色石灰土" 英文翻译 :    black calcareous soil; gelic gleysol; humus carbonate soil; rendizine; rendoll; rendzina
• "红色石灰土" 英文翻译 :    terra ro a; terra rossa soil; terraro

• The in - situ test result shows that using the lime - soil pile to treat the collapsible loess under the bridge is feasible
  现场检验表明，本文提出的采用灰土桩处理桥基湿陷性黄土地基是可行的。
• Abstract : adopting sand pile , plaster pile and cement pile and etc to deal with soft and weak foundation which becomes compound foundation is a common method in foundation treatment
  文摘:采用砂石桩、灰土桩和水泥土桩等处理软弱地基,形成复合地基,是地基处理中常用的一种方法。
• The collapsible loess is often met during the construction of the high - grade highway in the loess area , and the main failure is the uneven subsidence of the roadbed and the culvert , which affects the safe usage of the roadbed and the culvert , etc . directed against this , based on the chankou - lanzhou freeway construction , the paper analyzes the application of the composite ground formed by lime - soil pile under the bridge and designs the project , discusses the rules of the contact pressure , the stress ratio of the pile and the soil , compares the p - s curves of one pile , the composite ground formed by one pile and the composite ground formed by two piles based on the in - situ plate loading test , evaluates the bearing capacity of the composite ground of the project
  黄土地区的高等级公路建设中经常遇到湿陷性黄土问题，其病害类型主要是地基土受水浸湿后引起路基、桥台、涵洞等的不均匀沉降，直接影响路基、构造物等的正常使用。针对此问题，本文依托甘肃谗口至兰州柳沟河高速公路建设工程，对桥基灰土桩复合地基应用的可行性进行了深入分析，根据具体工程进行了合理的设计与计算，并配合现场静载荷试验及压力盒实测数据，探讨了基底应力分布规律，桩土应力比，变形模量的变化关系，对比分析了单桩、单桩复合和双桩复合的p ? s关系，对桥基灰土桩复合地基承载力进行了整体评价。