助手标题  
全文文献 工具书 数字 学术定义 翻译助手 学术趋势 更多
查询帮助
意见反馈
   against heave 的翻译结果: 查询用时:0.145秒
图标索引 在分类学科中查询
所有学科
建筑科学与工程
更多类别查询

图标索引 历史查询
 

against heave
相关语句
  抗隆起
     Application of Rosenblueth method to reliability analysis of deep excavation against heave stability
     Rosenblueth方法在深基坑抗隆起可靠度分析中的应用
短句来源
     Due to uncertainty geotechnical parameters,the higher security coefficient is not always stable in the analysis of deep excavation against heave stability.
     由于岩土参数具有很大的不确定性,在深基坑抗隆起稳定性分析中高安全系数并不一定安全。
短句来源
     STUDY ON STABILITY AGAINST HEAVE OF DEEP EXCAVATION CONSIDERING CONSTRUCTION DISTURBANCE
     施工扰动作用下基坑抗隆起稳定性分析
短句来源
     In this paper,on the basis of the previous researches,the concept of construction disturbance is discussed,and an expression of disturbance degree is set up and the calculation model against heave for the stability of deep excavation is established. In additional,the calculation example is also given.
     在前人的研究基础上,提出了施工扰动度的概念,建立了施工扰动度的表达式,并且建立了考虑开挖扰动的基坑抗隆起安全性分析模型,还给出了计算实例。
短句来源
     In addition,the paper analyzes by instances deep excavation against heave stability using the reliability analysis method and security coefficient analysis method.
     变异性对可靠指标的影响,并通过实例分别运用可靠度和安全系数分析方法分析深基坑抗隆起稳定性。
短句来源
更多       
  相似匹配句对
     The settlement against frost heave and frost boil of road
     公路冻胀与翻浆的处理
短句来源
     Against Unity
     反对统一性
短句来源
     By checking against L. N.
     N.
短句来源
     Probability nanlysis of stability against basal heave in braced excation
     支护开挖基底抗隆起的概率分析
短句来源
     The Treatment of the Heave for the basement in Mansion
     大厦地下室上浮的处理
短句来源
查询“against heave”译词为用户自定义的双语例句

    我想查看译文中含有:的双语例句
例句
没有找到相关例句


A deep excavation projects is located on the Taipei soft deposit. The penetration depth of the retaining system that was evaluated by the building codes showed that the safety factors against heaving are satisfied with the requirement of the codes. But a serious damage still occurred. In the re evaluating works of the project, the authors find that the traditional soil mechanics is inconsistent with the real stressstrain behavior of the soft deposit. Soft ground is always a fuzzy term in geotechnical...

A deep excavation projects is located on the Taipei soft deposit. The penetration depth of the retaining system that was evaluated by the building codes showed that the safety factors against heaving are satisfied with the requirement of the codes. But a serious damage still occurred. In the re evaluating works of the project, the authors find that the traditional soil mechanics is inconsistent with the real stressstrain behavior of the soft deposit. Soft ground is always a fuzzy term in geotechnical engineering field. There is no clear qualitative definition on it till now and is short of complete theoretical basis. The traditional concept on the soft ground is based on the elasto plastic model of the overconsolidated clay. From the monitored results in practical deep excavation cases, it is found that there exists many unreasonable contradictions. A tri linear stress-strain model is necessary to simulate the real behavior of the soft deposit.

一个位於台湾台北市软弱地层之深开挖基地,依据防止隆起规范及公式分析均合乎安全要求,仍然产生全面性破坏的实例检讨中,发现目前部分土壤力学理论与软弱地层的实际应力应变行为不一致的迷思。并确定软弱地层於国际间尚是一种地层的模糊名词,至今未有明确“定性”的定义与适当“定量”的方法确认,亦缺少完整理论基础。软弱地层基本上是沿用由过压密粘土发展之“弹塑性理论”,於实际开挖的原型量测中发现甚多不能合理解释的矛盾点,必须另建立较合乎软弱地层实际力学特性、具有三线性之“弹变塑性理论”。

Due to uncertainty geotechnical parameters,the higher security coefficient is not always stable in the analysis of deep excavation against heave stability. Therefore,this paper puts forward a reliability analysis method for deep excavation against heave stability,and develops corresponding computer programs based on the Rosenblueth method to research the influences of soil property parameters c and φ variation on reliability indices. In addition,the paper analyzes by instances deep excavation against...

Due to uncertainty geotechnical parameters,the higher security coefficient is not always stable in the analysis of deep excavation against heave stability. Therefore,this paper puts forward a reliability analysis method for deep excavation against heave stability,and develops corresponding computer programs based on the Rosenblueth method to research the influences of soil property parameters c and φ variation on reliability indices. In addition,the paper analyzes by instances deep excavation against heave stability using the reliability analysis method and security coefficient analysis method. The results show that the reliability analysis method is scientific and reasonable; for complex equations,the Rosenblueth method has an advantage over others in calculating reliability indices.

由于岩土参数具有很大的不确定性,在深基坑抗隆起稳定性分析中高安全系数并不一定安全。为此,提出了深基坑抗隆起稳定性可靠度分析方法,基于Rosenblueth方法开发了相应计算程序,研究了土性参数c,?变异性对可靠指标的影响,并通过实例分别运用可靠度和安全系数分析方法分析深基坑抗隆起稳定性。结果表明:可靠度分析方法具有科学性和合理性,同时体现了Rosenblueth方法在复杂功能函数中进行可靠指标计算的优越性。

The construction methods are complex and changeable,which influence the performances of soil around the site.For a long time the excavating theory and stability analysis of deep excavation are based on the original soil.In this paper,on the basis of the previous researches,the concept of construction disturbance is discussed,and an expression of disturbance degree is set up and the calculation model against heave for the stability of deep excavation is established.In additional,the calculation example...

The construction methods are complex and changeable,which influence the performances of soil around the site.For a long time the excavating theory and stability analysis of deep excavation are based on the original soil.In this paper,on the basis of the previous researches,the concept of construction disturbance is discussed,and an expression of disturbance degree is set up and the calculation model against heave for the stability of deep excavation is established.In additional,the calculation example is also given.The study shows the construction disturbance can exert an obvious effect on the safety factor.And some engineering measures to control the construction disturbance are taken.

施工扰动的方式千变万化且错综复杂,影响到周围土体工程性质的变化。长期以来,在基坑的开挖理论与分析方法上,都是以原状土为研究对象的。在前人的研究基础上,提出了施工扰动度的概念,建立了施工扰动度的表达式,并且建立了考虑开挖扰动的基坑抗隆起安全性分析模型,还给出了计算实例。研究结果表明,施工扰动对基坑安全系数有较大的影响,应采取综合措施控制施工对土体的扰动。

 
图标索引 相关查询

 


 
CNKI小工具
在英文学术搜索中查有关against heave的内容
在知识搜索中查有关against heave的内容
在数字搜索中查有关against heave的内容
在概念知识元中查有关against heave的内容
在学术趋势中查有关against heave的内容
 
 

CNKI主页设CNKI翻译助手为主页 | 收藏CNKI翻译助手 | 广告服务 | 英文学术搜索
版权图标  2008 CNKI-中国知网
京ICP证040431号 互联网出版许可证 新出网证(京)字008号
北京市公安局海淀分局 备案号:110 1081725
版权图标 2008中国知网(cnki) 中国学术期刊(光盘版)电子杂志社