pile bearing信息详情
桩承载力
pile───n.(Pile)人名；(西)皮莱；(英)派尔；n.堆；大量；建筑群；vi.挤；堆积；积累；vt.累积；打桩于
bearing───n.[机]轴承；关系；方位；举止；v.忍受（bear的ing形式）
voltaic pile───[电]伏打电堆
pile on───堆在…之上；使堆积在…；（使）堆积， （使）蜂拥
untidy pile───乱堆
risking bearing───[经]风险负担；危险负担
graceful bearing───风采；风度翩翩；风姿；峬峭
pile up───积累，堆放起来；堆放，堆积; 积聚; 成堆
compost pile───堆肥
factors of influence on pile bearing capacity and settlement are analyzed by grey theory on this foundation.───在此基础上利用灰色理论对影响桩基承栽力及沉降的因素进行了灰关联分析。
Static load experiment is the most basic and reliable method for ensure single pile bearing force.───静载荷试验是确定单桩承载力方法中最基本、最可靠的方法。
Based on the practice of low strain of pile bearing capacity of stress analysis is discussed.───本文结合实践对低应变法对桩基承载力的应力状态进行了探讨分析。
The result indicates that the core contributes much to enhance pile bearing capacity and to decrease pile settlement.───试验研究与理论研究结果表明，土芯的存在对提高单桩承载力及减少沉降有较大贡献。
In-situ test is a direct means of measuring the pile bearing capacity, is also a fairly accurate method.───现场静载荷试验是检测桩基承载力最直接的手段，也是较为准确的方法。
Cement paste with the weak foundation soil combine to form a composite foundation, can improve pile bearing capacity.───浆体与软弱地基土结合形成复合地基，可提高桩端承载力。
In the pile of soil is the same, pile bearing stratum strength of Vietnam, the greater the pile shaft resistance.───在桩周土相同时，桩端持力层强度越高，其桩侧摩阻力越大。
The allowable pile bearing load is prestimated, And The outcome is in conformity to static pile test.───并以分析结果为依据，预估单桩承载力，结果与静力试桩结论相吻合。
Because the characteristic of soil is very complex, it conduces to that estimating pile bearing capacity accurately is very difficult.───由于影响土的工程性质的因素十分复杂，导致精确计算桩承载力十分困难。
As a new method for large pile bearing capacity test, the self-balancing method has several outstanding merits, such as great testing load capacity, simplicity and its creditability.
From short pile to long pile, the pile bearing performance will be changed from end resistance behavior to end resistance-friction behavior.
A new method of loading test for pile bearing capacity - self - balanced method is introduced in this paper.
The result was proved to be appropriate by compared the computing result with the test one, and could explain progressive failure of pile bearing vertical load.