检索结果-内蒙古大学图书馆

您好，读者！请登录

内蒙古大学图书馆

首页
概况
党建
资源
服务
科研支持
- 论文收录引用证明
- 科技查新
知识产权
档案馆
帮助

咨询与建议

建议与咨询留下您的常用邮箱和电话号码，以便我们向您反馈解决方案和替代方法

您的常用邮箱：*

您的手机号码：*

问题描述：

当前已输入0个字，您还可以输入200个字

全部搜索
期刊论文
图书
学位论文
标准
纸本馆藏
外文资源发现
数据库导航
超星发现

高级检索

时间限定

出版年份：

文献类型

图书期刊文献学位论文多媒体

馆藏选择

电子馆藏纸本馆藏

核心期刊

全部期刊 SCI 收录期刊 SSCI 收录期刊 EI 收录期刊 CSCD 收录期刊 CSSCI 收录期刊

语言

中文英文

文献类型

期刊文献图书学位论文标准纸本馆藏

帮助

文字说明：

T=题名（书名、题名），A=作者（责任者），K=主题词，P=出版物名称，PU=出版社名称，O=机构（作者单位、学位授予单位、专利申请人），L=中图分类号，C=学科分类号，U=全部字段，Y=年（出版发行年、学位年度、标准发布年）

检索规则说明：

AND代表“并且”；OR代表“或者”；NOT代表“不包含”；(注意必须大写,运算符两边需空一格)

检索范例：

范例一：(K=图书馆学 OR K=情报学) AND A=范并思 AND Y=1982-2016
范例二：P=计算机应用与软件 AND (U=C++ OR U=Basic) NOT K=Visual AND Y=2011-2016

分类表

所选分类

>> <<

限定检索结果

文献类型

798 篇 会议
15 篇 期刊文献
5 册 图书

馆藏范围

817 篇 电子文献
1 种 纸本馆藏

日期分布

学科分类号

744 篇 工学
- 327 篇 土木工程
- 201 篇 力学（可授工学、理...
- 177 篇 计算机科学与技术...
- 169 篇 建筑学
- 157 篇 材料科学与工程（可...
- 133 篇 软件工程
- 110 篇 地质资源与地质工...
- 78 篇 机械工程
- 67 篇 化学工程与技术
- 59 篇 动力工程及工程热...
- 55 篇 水利工程
- 54 篇 电气工程
- 54 篇 安全科学与工程
- 44 篇 电子科学与技术（可...
- 44 篇 控制科学与工程
- 34 篇 冶金工程
- 30 篇 交通运输工程
- 24 篇 航空宇航科学与技...
- 20 篇 仪器科学与技术
- 20 篇 生物医学工程（可授...
690 篇 理学
- 567 篇 数学
- 218 篇 物理学
- 159 篇 地球物理学
- 88 篇 地质学
- 61 篇 化学
- 40 篇 系统科学
- 36 篇 统计学（可授理学、...
- 17 篇 生物学
34 篇 管理学
- 34 篇 管理科学与工程(可...
8 篇 经济学
6 篇 医学
3 篇 法学
3 篇 农学
1 篇 教育学
1 篇 军事学

主题

68 篇 numerical method...
60 篇 finite element m...
38 篇 numerical models
33 篇 piles
23 篇 soils
14 篇 geotechnical eng...
11 篇 constitutive mod...
10 篇 computational fl...
8 篇 excavation
7 篇 bearing capacity
7 篇 boundary conditi...
6 篇 large eddy simul...
6 篇 finite differenc...
6 篇 galerkin methods
6 篇 wave propagation
6 篇 embankments
5 篇 boundary element...
5 篇 foundations
5 篇 railroads
5 篇 optimization

机构

6 篇 department of ci...
5 篇 department of ci...
5 篇 department of ge...
4 篇 norwegian geotec...
4 篇 department of st...
4 篇 department of me...
4 篇 deltares delft
4 篇 department of ci...
3 篇 geofem ltd nicos...
3 篇 fi-40014 jyväsky...
3 篇 politecnico di m...
3 篇 imperial college...
3 篇 institute of geo...
3 篇 delft university...
3 篇 department of ci...
3 篇 czestochowa univ...
3 篇 università degli...
3 篇 department of ci...
3 篇 department of ci...
3 篇 norwegian univer...

作者

7 篇 potts d.m.
6 篇 karstunen m.
6 篇 alves costa p.
5 篇 zdravkovic l.
5 篇 yuan y.
5 篇 vermeer p.a.
5 篇 achmus m.
5 篇 smith c.c.
4 篇 castro j.
4 篇 schäfer michael
4 篇 gilbert m.
4 篇 taborda d.
4 篇 bourgeois e.
4 篇 ibsen l.b.
4 篇 jommi c.
3 篇 galavi v.
3 篇 collin f.
3 篇 lacor chris
3 篇 datcheva m.
3 篇 della vecchia g.

语言

810 篇 英文
7 篇 其他
1 篇 中文

检索条件"任意字段=6th European Conference on Numerical Methods in Geotechnical Engineering"

共 818 条记录，以下是261-270 订阅

全选清除本页清除全部题录导出标记到"检索档案"

详细简洁

排序：

Prediction of accumulated deformations of cyclic laterally loaded piles in sand

Prediction of accumulated deformations of cyclic laterally l...

引用

8th european conference on numerical methods in geotechnical engineering, NUMGE 2014

作者： Achmus, M. Albiker, J. Institute for Geotechnical Engineering Leibniz University Hannover Germany

ISBN: (纸本)9781138026889

Large diameter monopiles are an established foundation type for offshore wind energy converters (OWECs), although currently the knowledge about the behavior of these piles under cyclic loading is still not comprehensive. the so called Stiffness Degradation Method (SDM), which is a numerical scheme using finite element simulations of the pile-soil system in connection with results of cyclic laboratory tests, enables the prediction of displacement accumulation under one-way loading. the method is described and used here to carry out parametric studies on the influence of various parameters (pile geometry, pile stiffness and loading type) on the pile behavior under cyclic loading. the main factors affecting the cyclic behavior of laterally loaded piles are identified and assessed, and necessary further investigations are outlined. © 2014 Taylor & Francis Group, London.

关键词： Piles

来源：评论

学校读者我要写书评

暂无评论

Experimental and numerical modeling of machine foundations on a saturated soil

Experimental and numerical modeling of machine foundations o...

引用

8th european conference on numerical methods in geotechnical engineering, NUMGE 2014

作者： Al-Wakel, Saad F.A. Fattah, Mohammed Y. Karim, Hussein H. Chan, Andrew H.C. Building and Construction Engineering Department University of Technology Baghdad Iraq Federation University Australia

ISBN: (纸本)9781138026889

In this study, a systematic experiment is performed to investigate the dynamic response of machine foundation on saturated soil under the effect of harmonic vertical mode of vibration. the principle of the rotating mass type oscillator is used to simulate the machine. In addition, a mechanical assemblage is fixed on the oscillator and connected to a tachometer to measure the frequency of the dynamic force, a vibration meter is used to measure the displacement response.A numerical modeling in prototype scale using a three-dimensional finite element method is used to simulate the experimental model. the results indicate that, a good agreement between the results from the numerical model and that obtained from the experimental model. © 2014 Taylor & Francis Group, London.

关键词： numerical models

来源：评论

学校读者我要写书评

暂无评论

Evaluating the influence of deep excavations on neighboring buildings by numerical analysis

Evaluating the influence of deep excavations on neighboring ...

引用

8th european conference on numerical methods in geotechnical engineering, NUMGE 2014

作者： Capraru, C. Adam, D. Institute of Geotechnics Vienna University of Technology Vienna Austria

ISBN: (纸本)9781138026889

the aim of this paper is analyzing the main factors which affect the influence zone of excavations (excavation depth, width, distance to neighboring buildings and the load exerted by these, etc.). the importance of these factors on estimating the displacements of the retaining structure is briefly described based on finite element analysis *** extended database on retaining walls and excavation-induced ground displacements is statistically analyzed for conceiving the geotechnical model of the excavation. the latter is further analyzed through varying the above mentioned parameters. the results are validated by comparing them to the data recorded in the extended database and an index for evaluating the excavation influence is proposed. Related to the neighboring building's number of storeys, this index correlates the maximum lateral deflection of the retaining wall with the maximum settlement behind it. © 2014 Taylor & Francis Group, London.

关键词： Excavation

来源：评论

学校读者我要写书评

暂无评论

numerical simulation of laboratory freezing tests of frost-susceptible soils

Numerical simulation of laboratory freezing tests of frost-s...

引用

8th european conference on numerical methods in geotechnical engineering, NUMGE 2014

作者： Korshunov, A.A. Churkin, S. Nevzorov, A. Federal University Arkhangelsk Russia

ISBN: (纸本)9781138026889

Assessment of frost susceptibility of soils is challenge for civil engineering. Inaccurate classification can result to damage roads, pipelines and building foundations. Frost heave is a function of two parameters - water migration rate from unfrozen layer to frozen one and frost front rate. To provide control under second parameter automated test equipment was created. Set of laboratory freezing tests was carried out to select the appropriate soil model in GeoStudio 2012 with function of frost front rate control. Applied Coupled Convective thermal model allowed to obtain a good agreement between laboratory and numerical simulation results. Adopted soil model can be used for numerical simulation of freezing-thawing of soils in laboratory and in-situ with sufficient approximation. © 2014 Taylor & Francis Group, London.

关键词： Laboratories

来源：评论

学校读者我要写书评

暂无评论

Effective stress analysis to assess the performance of ground improvement under seismic loading

Effective stress analysis to assess the performance of groun...

引用

8th european conference on numerical methods in geotechnical engineering, NUMGE 2014

作者： Terzaghi, S. O'Sullivan, A. Arup New Zealand Hiway GeoTechnical New Zealand

ISBN: (纸本)9781138026889

this paper will describe the site investigation, laboratory testing and detailed analysis carried out to determine the performance of ground improvement to prevent the uplift of a 12m diameter 9m deep concrete caisson in Christchurch. the project involved the installation of a ground improvement around an existing pump station caisson, which had undergone significant uplift (up to 600 mm) during two previous seismic events. As part of the detailed design process, a full effective stress finite element analysis was carried out using the UBC Sand Model. the paper will describe in detail the methods used to calibrate the advanced numerical models and how different site investigation and laboratory test methods were used to characterise the soil behaviour. © 2014 Taylor & Francis Group, London.

关键词： Caissons

来源：评论

学校读者我要写书评

暂无评论

numerical modeling of an instrumented shallow gallery excavated in Toulouse's molasses by a conventional method

Numerical modeling of an instrumented shallow gallery excava...

引用

8th european conference on numerical methods in geotechnical engineering, NUMGE 2014

作者： Houhou, M.N. Emeriault, F. Department of Civil Engineering and Hydraulic MN2I2S Laboratory Biskra University Biskra Algeria Grenoble-INP UJF-Grenoble 1 CNRS UMR 5521 3SR Laboratory Grenoble France

ISBN: (纸本)9781138026889

the excavation of a shallow tunnel induces deformations of the soil volume in the vicinity and above the tunnel and consequently on the nearby buildings. the range of these deformations depends among other on the geological conditions, the geometry of the tunnel, and the excavation method. In this context, this research focuses on the 3D numerical modeling with a finite difference code of a shallow tunnel instrumented during its construction, located on the Toulouse (France) subway line B for which the excavation has been carried out in a conventional manner in an overconsolidated molassic geological context. the results of this 3D model are confronted with the in-situ measurements in order to validate the geotechnical characteristics of the molasses and consequently have useful basis for the back-analysis of the different monitoring sections implemented in areas where the tunnel excavation is made by TBM with pressurized front. © 2014 Taylor & Francis Group, London.

关键词： numerical methods

来源：评论

学校读者我要写书评

暂无评论

Modelling of uplift and lateral resistance of offshore pipelines in rock berms

Modelling of uplift and lateral resistance of offshore pipel...

引用

8th european conference on numerical methods in geotechnical engineering, NUMGE 2014

作者： Eiksund, Gudmund R. Department of Civil and Transport Engineering NTNU Trondheim Norway

ISBN: (纸本)9781138026889

Offshore pipelines for transport of oil and gas are exposed to thermal expansion during start-up of production. As a part of pipeline design, the buckling failure modes must be analysed. In the buckling analyses important design parameters are the maximum uplift and lateral resistance from the backfill materials. Installation of rock berms to provide axial locking is a frequently used method for controlling the feed in of pipe to locations with lateral or upheaval buckling. this paper presents FEM analysis of the uplift and lateral resistance of pipelines covered by crushed rock. the results are compared with measurements from full large scale tests and empirical models from the literature. © 2014 Taylor & Francis Group, London.

关键词： thermal expansion

来源：评论

学校读者我要写书评

暂无评论

3D numerical analyses of tripod skirted foundations for offshore structures

3D numerical analyses of tripod skirted foundations for offs...

引用

8th european conference on numerical methods in geotechnical engineering, NUMGE 2014

作者： Terzis, Dimitrios Stergiou, themistoklis Georgiadis, Konstantinos Department of Engineering School of Civil Engineering Aristotle University Thessaloniki Greece

ISBN: (纸本)9781138026889

this paper investigates the bearing capacity of tripod skirted foundation systems for offshore structures, under combined (vertical-moment) undrained loading. A series of three-dimensional finite element analyses is presented which considers the effect of several parameters on the bearing capacity, such as the foundation spacing, the foundation-soil adhesion and the loading direction. Based on the numerical results, the predominant failure modes for different geometrical and loading combinations are identified. A critical footing spacing beyond which no interaction between the footings is observed is also established for various loading cases. It is demonstrated that footing interaction is relatively limited in the case of pure vertical or moment loading but becomes significant in the case of combined loading. the numerical results are subsequently used to determine failure load interaction diagrams for the calculation of the bearing capacity of such foundations under combined undrained V-M loading. © 2014 Taylor & Francis Group, London.

关键词： Bearing capacity

来源：评论

学校读者我要写书评

暂无评论

numerical modelling of electro-osmosis consolidation of unsaturated clay at large strain

Numerical modelling of electro-osmosis consolidation of unsa...

引用

8th european conference on numerical methods in geotechnical engineering, NUMGE 2014

作者： Yuan, J. Hicks, M.A. Section of Geo-Engineering Department of Geoscience and Engineering Delft University of Technology Delft Netherlands

ISBN: (纸本)9781138026889

In this paper a numerical model of electro-osmosis consolidation of unsaturated clay in a multidimensional domain is presented, with the coupling of soil mechanical behaviour, porewater transport and electric field at large strain being considered. In particular, the flow and deformation characteristics of the coupled electro-osmosis consolidation system in the unsaturated condition, caused by negative pore water pressures developed near the anode, are emphasized. Under unsaturated conditions, all transport parameters involved in electro-osmosis consolidation are highly dependent on the degree of water saturation. three fully coupled governing equations are presented and solved using the finite element method. In order to illustrate the accuracy of the formulation, the sand column desaturation test performed by Liakopoulos (1965) is simulated first. the performance of the proposed algorithm in modelling the electro-osmosis consolidation of unsaturated clay at large strain is then demonstrated for the fully coupled analysis of a one dimensional numerical example. the numerical results indicate that consideration of the unsaturated condition is important. © 2014 Taylor & Francis Group, London.

关键词： numerical methods

来源：评论

学校读者我要写书评

暂无评论

Stability verification against the basal heave failure mechanism at excavations in soft soils with FEM and classical methods

Stability verification against the basal heave failure mecha...

引用

8th european conference on numerical methods in geotechnical engineering, NUMGE 2014

作者： Abea Núñez, G. Borghei, Z. Perau, E. Department of Building Sciences Geotechnical Engineering Faculty of Engineering University of Duisburg-Essen Essen Germany

ISBN: (纸本)9781138026872

Basal heave failure is a failure mechanism mostly associated with the construction of deep excavations in soft soils. Most of the previous work found in the literature concerning proof of the stability of deep excavations against basal heave (Terzaghi 1943, Bjerrum & Eide 1956, among others) are based on the bearing capacity theory;current German engineering practice follows this theory and it has incorporated in its recommendations for practice an analytical method developed byWeissenbach (1977) and modified by Hettler & Stoll (2004). Alternative methods like FEM by means of strength reduction (e.g. Brinkgreve & Bakker 1991) are now included in its national recommendations. However, the applicability and suitability of the strength reduction method for checking the safety against basal heave failure, which belong normatively to GEO-2 and not to GEO-3, are the subject of discussion and controversy. © 2014 Taylor & Francis Group.

关键词： Failure (mechanical)

来源：评论

学校读者我要写书评

暂无评论

没有更多数据了...

全选清除本页清除全部题录导出标记到“检索档案”

共82页 << < 23 24 25 26 27 28 29 30 31 32 > >>

检索报告对象比较合并检索0

隐藏清空

合并搜索

回到顶部

执行限定条件

内容：

评分：

请选择保存的检索档案：

请选择收藏分类：

订阅名称：

通借通还

温馨提示：

图书名称：

借书校区：

取书校区：

手机号码：

邮箱地址：

一卡通帐号：

电话和邮箱必须正确填写，我们会与您联系确认。

联系人：

所在院系：

联系邮箱：

联系电话：

内蒙古自治区呼和浩特市赛罕区大学西街235号邮编: 010021

建议与咨询 留下您的常用邮箱和电话号码，以便我们向您反馈解决方案和替代方法

时间限定

文献类型

馆藏选择

核心期刊

语言

文献类型

帮助

文字说明：

检索规则说明：

检索范例：

分类表

所选分类

限定检索结果

文献类型

馆藏范围

日期分布

学科分类号

主题

机构

作者

语言

请选择保存的检索档案： 新增检索档案 确定 取消

请选择收藏分类： 新增自定义分类 确定 取消

通借通还

建议与咨询留下您的常用邮箱和电话号码，以便我们向您反馈解决方案和替代方法

请选择保存的检索档案：

请选择收藏分类：