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And the effects of shaft geometry on bearing and deformation characteristic of large diameter belled pile are studied by using this model. The changing regularities of end bearing ratio of large diameter belled pile are obtained.

随后,运用该模型分析了大直径扩底身几何参数等因素对其单承载变形性状的影响,得到了大直径扩底端阻比的变化规律。

According to the basic principle of self-balanced pile test method and the conversional simplified conversion method , the pile bearing capacity between the equivalent loaded piles and self-balanced piles were compared .

根据自平衡测试法的基本原理,在传统简化转换法的基础上,通过等效受压和自平衡试上下段受力情况的对比分析,研究了负摩阻力对自平衡测试原理的影响,推得了承载力和位移的转换公式。

The geostatic stress of soil and rock was considered as homogeneous load on the tip plane of the pile, and then the force of the pile tip was decomposed into some simple forces.

以往嵌岩的试验资料表明,当上覆岩土层较薄、嵌岩的入岩深度较小时,嵌岩的极限端承力对的承载能力起主导作用。

Influence factor nextly, descending slippery stake in anti- in sink type down sinking depth with slippery pushing dint distributing and assigning regulation with different.

多排集中布置时,通过调整第二排截面尺寸,两排的排间距,总结出在的刚度及排间距等影响因素下,下沉式抗滑的下沉深度与滑坡推力的分布及分配规律的变化和不同。

Secondly, the self-adaptive models of porcelain, metal base, cement, dental root, gutta percha point, periodontal membrane, cancellous bone and cortical bone were reconstructed based on the post-core crown parameters.

将读取数据导入Pro/E软件中,先将核冠进行参数化(参数包括核冠的直径、长度、锥度、倒角等等),同时根据核冠的参数,分别建立可随核冠参数变化而自适应变化的饰瓷、金属基底、粘固剂、牙本质、牙胶尖、牙周膜、松质骨和皮质骨的实体模型。

It has a lot of virtue, such as steady and credible quality, high concrete strength, strong transfixion ability, high bearing capability, and fine accommodation to different geologic conditions or different construction measures.

质量稳定可靠,身混凝土强度高,贯穿能力强,单承载力高,对不同地质条件和不同沉工艺适应性强,正广泛应用于港口工程中。

HU Yu-gang (The Fourth Harbor Engineering Bureau of CHEC, Guangzhou 510230,China)Abstract:This paper introduces mainly the pile sinking pattern, rock socketing technology and other new technology of steel pipe pile in weathered rock base.

摘 要:&大型嵌岩钢管码头成套施工技术研究&重点介绍深圳盐田港区二期和三期集装箱码头工程风化岩地基高承载力钢管规律、内嵌岩技术及其他新技术的应用。

In order to gain higher bearing capacity of the pile and popularize the pile in Tianjin.The further study of the longer pile is cried for.

本文通过对长为15m的劲性搅拌的现场静压试验及采用MARC有限元分析,对该长范围的劲性搅拌的承载力和受力机理进行了研究。

The discussion of some problems in the course of pile foundation exploration of Shanghai Luojing Coal Wharf, such as assessing foundation bearing stratum, foundation bearing′ s delimitation single pile bearing capacity′ s estimation and test and trial pile′ s inspection.

论述上海港罗泾煤码头基勘探过程中存在的基持力层评价、力层的划为,单承载力估算和检测,试检验等一系问题。

The paper focuses on the surrounding soil disturbance by deep mixing column installation which is still unclear.

水泥土搅拌这类非挤土其施工扰动方面研究比较少,为此展开水泥土搅拌施工对周土的扰动研究。

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