English translation for "self-balancing test"

自我平衡测验

Related Translations:

self:  n.(pl. selves )1.自己；自身；本身；【哲学】自我；我。2.本性；本质。3.私利；私心，私欲。4.〔俗〕我；我自己；本人。5.本身〔某种抽象性质的体现〕。6.【园艺】单色花；原色花〔未经人工培育变色的〕。7.〔商、谑〕我[你、他]自己 (＝myself, yourself, himself)。短语和例子my poor [humble] self 〔自称〕敝人，

selves:  self 的复数。

Example Sentences:

	1.	Self - balanced testing method has advantages over conventional testing method in safety , economy and high load capacity 自平衡试桩法具有经济性、安全性、高荷载能力等优点。
	2.	Based on above three methods of transferring self - balanced test data into top load data have been provided and relative computer program has been edited 结合本文的研究成果，在实际工程中进行了自平衡试桩法与静载试验的对比试验。
	3.	Self - balanced testing method was performed to several piles of three bridges and the conventional anchored pile method to another respectively 其中三座大桥的桩基试验采用了自平衡试桩法,另一座大桥的桩基试验采用的是传统的锚桩? ?反力梁体系。
	4.	Since the work condition of real piles is different from that of testing piles as well as the complicity of mutual effecting between soil and pile , the position of o - cell is indefinite , leads to inaccurate results . author developed some ideas to improve self - balanced testing method 自平衡法与桩的实际工作条件不符,由于桩土体系的复杂性,导致荷载箱位置的不确定性,而荷载箱位置的变化,将会得出不同的试验结果。
	5.	What ’ s more , it is effective way to study the negative friction , the side friction of pile - soil , because its o - cell can be placed any part of the pile . but self - balanced testing method is incapable of acquiring the conventional load - settlement curve , q - s curve , several transformation method have been developed 但是,自平衡试桩法不能直接得出传统的荷载? ?沉降关系,由此方法得到的两条q ~ s曲线,必须将其转换为传统加载的q ~ s曲线后才能分析试桩的沉降量。
	6.	The contrast test between self - balance test and top load test has been done applying the research of the article , it shows that the transferred curves are well consistent with top load curves , so it can satisfy the engineering requirement and its accuracy can amount to about ninety percent 结果表明：自平武汉理工大学硕士学位论文衡试桩法与传统静载试验具有较好的一致性;采用本文的提出的数据转换分析方法，转换曲线与传统静载曲线吻合性较好，极限承载力的判定误差在10 %左右，能够满足工程精度的要求。
	7.	So how to transfer scientifically self - balanced test data into top load curve according to its actual working behavior , become the obstacle of its practical application . in accordance with actual forcing behavior and reaction mechanism between pile and soil , the article analyzes the relation between top part and bottom part , load transferring mechanism and difference with other loading way by ansys program . so the reliability of determine bearing capacity by self - balance method has been proved 本文根据自平衡加载方式下桩身的实际受力状况、桩土间的相互作用机理以及单桩破坏机理，建立了单桩的离散元模型，采用ansys通用分析软件，选取合理的单元类型、材料特性等，数值分析了基桩在自平衡加载方式下上下桩段的相互关联、荷载传递机理以及与其它加载方式的区别，论证了采用自平衡试桩法测定单桩极限承载力的可行性。

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