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排序方式: 共有101条查询结果,搜索用时 15 毫秒
1.
蚀变岩的蠕变特性研究 总被引:1,自引:0,他引:1
以某水电站工程项目为依托,利用自行研制的试验仪器对大量的蚀变岩做了单轴压缩流变试验。通过对试验数据的处理和分析,得到了该种岩石的流变,并对蚀变岩的蠕变特性进行了分析总结,为工程设计提供了试验依据。 相似文献
2.
浅埋双连拱隧道围岩边坡体系变形机理及稳定性分析 总被引:2,自引:0,他引:2
双连拱隧道是一种新的隧道形式, 由于其整体跨度大、结构复杂、施工工序繁琐, 在地形偏压、地质条件复杂的情况下修建双连拱隧道难度较高, 尤其在洞口段容易出现衬砌开裂、边坡变形等一系列工程问题。结合安徽铜黄高速公路汤屯段富溪隧道进口段工程, 采用地质条件研究与数值模拟分析相结合的研究手段, 对复杂地质条件下偏压双连拱隧道围岩① 边坡体系在施工过程中应力应变发展过程进行了研究。综合分析表明, 富溪隧道进口段处于F5断层影响带内, 岩体呈碎裂结构,同时, 受到地形偏压影响, 隧道开挖后衬砌和围岩表现为沉降变形和侧向变形, 进口边坡在隧道围岩变形的诱导下, 表现为蠕滑- 拉裂变形破裂。根据以上研究成果, 提出了富溪隧道变形治理应以控制进口段隧道拱顶的变形为主。 相似文献
3.
红层地区砂泥岩互层状斜坡岩体流变特性研究 总被引:8,自引:0,他引:8
本文在对侏罗系砂溪庙组砂,泥岩进行的系统流变试验的基础上,详细研究了砂,泥岩的流变特性及其相应的长期强度,以及砂,泥岩互层状组成的斜坡碉体流变特征,特别是模拟研究了风化深度较厚的泥岩产生的粘塑性流动对斜坡应力场及斜坡变形破坏所起的不可忽视的作用。 相似文献
4.
The strain developed due to creep is mainly proportional to the logarithm of the time under load, and is mostly proportional
to the stress and temperature. At higher temperature the creep rate falls slowly with respect to time, and the creep strain
is proportional to a fractional power of time, with the exponent increasing as the temperature increases and reaching a value
approximately one-third at temperatures of about 0.5°C. At these temperatures, the creep increases with stress according to
a power greater than unity and possibly exponentially. It increases with temperature as (−U/kT), where U is an activation energy and k is Boltzman’s constant. There are different methods to determine the creep strain and the energy of Jog (B) including experimental
methods, multivariate regression analysis, and by numerical simulation. These methods are less cumbersome and time consuming.
In the present investigation, artificial neural network technique has been used for prediction of the creep strain and energy
of Jog (B). Two different networks have been tested and validated. Both the networks have four input neurons and one hidden
layer with five neurons, and one output neuron. The data for different rocks at temperatures up to 750°C under conditions
of compressive or tortional stress are taken from the literatures. The training and testing data sets used were 163 and 14,
respectively. To deal with the problem of overfitting of data, Bayesian regulation has been used and network is trained with
suitable training epochs. The coefficients of correlation among the predicted and observed values are found high and they
improve the confidence of the users. The mean absolute percentage error obtained are also very low. 相似文献
5.
6.
本文通过对蓬安县三元水库大坝外坡裂缝产生的原因分析,进而运用岩、土力学的理论与方法反算推论出了裂缝的产生不是深层坝体土滑动引起的,而是局部浅层坝体土在水的诱发作用下作蠕滑-拉裂变形所产生的。在明确了大坝裂缝产生的原因后,提出了一系列相应整治工程措施,以达到彻底根治裂缝和稳固大坝的目的。 相似文献
7.
首先介绍了在不同压力组合下关于油母页岩的蠕变实验.实验表明,在瞬时扩容后,蠕变过程中的依赖时间的扩容持续增长.在引入反映岩石扩容程度时的损伤变量后,建立了损伤演化方程和本构方程以描述蠕变扩容的变化规律.最后,数值模拟了体应变与时间关系,与实验结果基本一致. 相似文献
8.
冻土蠕变过程中结构的CT分析 总被引:5,自引:1,他引:5
CT为非破坏的持续检测和定量描述不同实验条件下试样的内部结构提供了可能,本文利用这一手段观测分析了冻土蠕变过程结构的变化情况,认为冻土蠕变过程中所进行的发育微裂隙、颗粒集合体的破坏以及其它结构缺陷的增生与扩展,制约着土结构的强化与弱化作用,控制着蠕变过程的形态特征,同时还给出了CT值与物密度和含水量之间的定量关系。 相似文献
9.
Sudhir Kumar Tewatia Pratima Rani Bose Asuri Sridharan Sunanda Rath 《Geotechnical and Geological Engineering》2007,25(2):239-255
It is shown that time compression curve obtained from one-dimensional consolidation curve in the laboratory may include six
phases. These are initial compression, first primary compression, transition from first primary compression to second primary
compression, second primary compression, and transition from second primary compression to creep and lastly creep. This paper
attempts to identify the quantitative beginnings and characteristics of these phases. A mathematical characteristic of all
the soils that follow primary consolidation as per Terzaghi’s one dimensional consolidation theory is derived. It is known
as the constant of primary consolidation. It is used to study the beginning of secondary consolidation and its effects on
primary consolidation. Another characteristic of soils for creep and total absence of primary compression is derived. Methods
are suggested for the determination of coefficients of Primary and Secondary consolidations and the compression index. 相似文献
10.
Outgoing long wave radiation variability from IR satellite data prior to major earthquakes 总被引:12,自引:1,他引:12
Dimitar Ouzounov Defu Liu Kang Chunli Guido Cervone Menas Kafatos Patrick Taylor 《Tectonophysics》2007,431(1-4):211
Our analysis of the continuous outgoing long wave earth radiation (OLR) indicates anomalous variations prior to a number of medium to large earthquakes. The most recent analysis of OLR is from the M9.0 Sumatra Andaman Islands mega trust event. We compared the reference fields for December 2001 to 2004 and found OLR anomalous values, > 80 W/m2, (2σ) within the epicentral area on Dec 21, 2004, 5 days before the event. We used the NOAA/IR daily (one degree) and monthly (two and half degree) gridded data to differentiate between the global and seasonal variability and the transient local anomalies. The cause of such anomalies is not fully understood; one possible explanation is the existence of thermal outgoing radiation as a result of near ground air ionization and latent heat change due to change of air humidity and temperature. This phenomenon is hypothesized to be part of a relationship between tectonic stresses, electrochemical and thermodynamic processes in the atmosphere and increasing mid IR flux, all part of a family of electromagnetic (EM) phenomena related to earthquake activity. The time scale of the observed variations is a few weeks before the onset of the seismic event. In comparison with several years of data, the observed time-series preceding the earthquake had unusually high OLR. The OLR anomaly corresponds to a large area of ground coverage and coincides with the main epicentral zone. The significance of these observations is explored using data from most recent East Asian earthquake swarm of December 2004 and three other earthquakes. 相似文献