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liquefiable相关的网络例句

查询词典 liquefiable

与 liquefiable 相关的网络例句 [注:此内容来源于网络,仅供参考]

Any of numerous mineral, vegetable, and synthetic substances and animal and vegetable fats that are generally slippery, combustible, viscous, liquid or liquefiable at room temperatures, soluble in various organic solvents such as ether but not in water, and used in a great variety of products, especially lubricants and fuels.

油类:任一种从矿物、植物中提炼的和人工合成物质以及动植物油,一般较为湿滑,可燃、粘稠、液态的或在室温下为液体,可溶于各种有机溶剂如酸,但不溶于水,用于大量的产品,特别是润滑剂和燃料中。

The acceleration response of bridge piles in liquefiable ground was investigated using the self-compiled numerical program.

为研究液化场地桥梁桩基加速度反应特性,采用自编的土-结地震相互作用有限元分析程序,输入三种试验记录工况,进行可液化场地桥梁桩基地震反应振动台试验与数值模拟。

Finally, since a lot of valuable achievements in p-y curve model have been made and put into practice in the overseas design of pile foundations on liquefiable grounds whereas the domestic research is still at the start with focuses laid on experiments, some thoughts and understandings on the p-y curves are put forward in this review to elucidate effective technical approaches.

液化土p-y曲线的模型研究国外已取得不少很有价值的科研成果并开始用于桩基设计中,而国内才刚刚起步且以试验研究为主,基于这个事实,提出了对曲线模型研究的若干建议与认识,为曲线模型研究提供一些技术思路。

Both physical model and numerical model indicate that the dykes built on liquefiable soil foundation subjected to earthquake motion may result in lager settlement and lateral spread.

研究得出,液化场地堤坝顶和坝趾在地震作用下会发生较大的沉降和侧向扩展,且随地震强度加大而增大。

Liquefiable ground ; bridge piles ; seismic acceleration response ; shaking table test

可液化场地;桥梁桩基;地震加速度反应;振动台试验

Some main researches can be concluded as the following: Shaking table model tests on the pile and the liquefied ground interaction wereimplemented to study the mechanism of the decline of the lateral bearing capacity of thepile in liquefiable ground under external loading.

主要工作如下:通过液化砂土与桩相互作用的振动台试验,研究了外部荷载作用下可液化土层中桩基水平承载特性衰化的机理。

The characteristics of effective stress path and stress-strain relationship of the liquefiable soil beneath the dyke are different from those in free field.

土工离心机试验结果同数值解析结果基本吻合。

In order to overcome the defect of traditional methods and to find a new simply and effective time-domain method to eliminate the influence of boundary reflection. The main contents of studies and achievements are as follows: The liquefiable saturated sand dynamic character researches are conducted by means of the resonant column test and the dynamic tri-axial test; The undrain dynamic relationship between stress and strain, the damping ratio, saturated sand liquefaction mechanism, laboratory liquefaction standard, the effective factors of liquefaction are considered in laboratory. Liquefaction strength parameters used in element numerical simulation are obtained.

为克服传统方法存在的问题,寻求一种简单有效、能消除截断边界反射影响的时域有限元方法,本文主要开展了如下研究工作:对工程场地土体进行了标准贯入、静力触探、剪切波速等现场原位试验、室内动三轴试验以及共振柱试验,针对研究区域内可液化的饱和土进行了动力特性试验研究,分析了饱和土体的不排水动应力~应变关系和阻尼特性;对研究区域内的饱和砂土的液化机理,室内试验液化判别标准及影响饱和砂土液化的诸多因素进行了研究,得出了工程场地土体的抗液化强度指标等有限元模拟所需参数。

This paper focuses on some of the special technical features to be considered in the design of pile foundations, including effects of particular site conditions, pile group effect s, lateral resistance of pile cap and flow slide of liquefiable soil etc.

主要说明台湾高速铁路工程南部段自里程TK188至TK343长约155km松软冲积层中桩基础设计中几个需详细考虑的因素特殊地盘效应、群桩效应、桩帽侧向阻抗及土壤液化地层滑移等。

Based on the construction of Jieyang section in Shantou-Jieyang Expressway,a test research on processing of mutual sub-grade for reinforced bag sand well is carried on by selecting a section of soft soil and liquefiable sandy soil mutual sub-grade processing project,and the monitoring is conducted by use of multiple means such as original position tests including sedimentation and SPT tests,etc.

依托汕揭高速公路揭阳段的建设,对其中一段软土与可液化砂层互层地基处理工程进行加强型袋装砂井处理互层地基的试验研究,并利用沉降、标贯试验等原位测试及地震波测试等多种手段进行监测。

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