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91.
GCTS空心圆柱扭剪仪是研究土体在循环荷载下的主应力轴旋转的理想仪器。如何使用GCTS空心圆柱扭剪仪对软土空心试样进行反压饱和才能使后续试验结果更精确,探究了以GCTS空心圆柱扭剪仪为试验平台,对空心试样进行了反压饱和的试验方法。总结了空心扭剪仪反压饱和的3种加压方式:手动加压、自动加压和连续加压方式。通过一些试验探究了每种加压方式所对应的合理性参数。确定了适合吹填土的压差为15kPa。确定了孔压稳定的标准为:如果孔压在1min内的变化值小于围压和反压之间压力差的5%,则认为孔压稳定。  相似文献   
92.
The Napo-Qinzhou Tectonic Belt (NQTB) lies at the junction of the Yangtze, Cathaysia and Indochina (North Vietnam) Blocks, which is composed of five major lithotectonic subunits: the Qinzhou-Fangcheng Suture Zone (QFSZ), the Shiwandashan Basin (SB), the Pingxiang-Nanning Suture Zone (PNSZ), the Damingshan Block (DB) and the Babu-Lingma Suture Zone (BLSZ). On the basis of geochemical compositions, the Permian mafic igneous rocks can be divided into three distinct groups: (1) mafic igneous rocks (Group 1) from the Longjing region in the PNSZ and Hurun region in the BLSZ, which are characterized by intermediate Ti, P and Zr with low Ni and Cr contents; (2) mafic igneous rocks (Group 2) from the Naxiao and Chongzuo region in the DB, characterized by low-intermediate Ti, P and Zr with high Ni and Cr concentrations; and (3) mafic igneous rocks (Group 3) from the Siming region in the Jingxi carbonate platform of the northwestern margin of the NQTB, with intermediate-high Ti, P and Zr and low Ni and Cr contents. The Group 1 rocks yield a weighted mean 206Pb/238U age of 250.5±2.8 Ma and are geochemically similar to basalts occurring in back-arc basin settings. The Group 2 rocks exhibit geochemical features to those basalts in island arcs, whereas the Group 3 rocks show geochemical similarity to that of ocean island basalts. All three groups are characterized by relatively low εNd(t) values (–2.61 to +1.10) and high initial 87Sr/86Sr isotopic ratios (0.705309–0.707434), indicating that they were derived from a subduction-modified lithospheric mantle and experienced assimilation, fractional crystallization, and crustal contamination or mixing during magmatic evolution. Accordingly, we propose the existence of an arc-back arc basin system that developed along the NQTB at the border of SW Guangxi Province (SW China) and northern Vietnam, and it was formed by continued northwestward subduction of the Cathaysian (or Yunkai) Block under the Yangtze Block, and northeastward subduction of the Indochina Block beneath the Yangtze Block during Permian time.  相似文献   
93.
The Miocene northeast Honshu magmatic arc, Japan, formed at a terrestrial continental margin via a stage of spreading in a back‐arc basin (23–17 Ma) followed by multiple stages of submarine rifting (19–13 Ma). The Kuroko deposits formed during this period, with most forming during the youngest rifting stage. The mode of magma eruption changed from submarine basalt lava flows during back‐arc basin spreading to submarine bimodal basalt lava flows and abundant rhyolitic effusive rocks during the rifting stage. The basalts produced during the stage of back‐arc basin spreading are geochemically similar to mid‐ocean ridge basalt, with a depleted Sr–Nd mantle source, whereas those produced during the rifting stage possess arc signatures with an enriched mantle source. The Nb/Zr ratios of the volcanic rocks show an increase over time, indicating a temporal increase in the fertility of the source. The Nb/Zr ratios are similar in basalts and rhyolites from a given rift zone, whereas the Nd isotopic compositions of the rhyolites are less radiogenic than those of the basalts. These data suggest that the rhyolites were derived from a basaltic magma via crystal fractionation and crustal assimilation. The rhyolites associated with the Kuroko deposits are aphyric and have higher concentrations of incompatible elements than do post‐Kuroko quartz‐phyric rhyolites. These observations suggest that the aphyric rhyolite magma was derived from a relatively deep magma chamber with strong fractional crystallization. Almost all of the Kuroko deposits formed in close temporal relation to the aphyric rhyolite indicating a genetic link between the Kuroko deposits and highly differentiated rhyolitic magma.  相似文献   
94.
This paper summarizes the relevant results of the design, construction, testing, and implementation of a nominal 120 kN magnetorheological damper developed to control a free‐plan tall building in Santiago, Chile, equipped with two 160‐ton tuned masses. Cyclic as well as hybrid simulation tests were performed on the prototype damper. Global building responses using measured MR properties showed good correlation with analytical estimations. Also, a proposed physical controller for the MR damper was validated through hybrid and building pull‐back tests. Its performance is essentially equivalent to that of an LQR controller, but the information needed in its implementation is considerably less. Pull‐back tests of 10 cm amplitude were performed on one mass along the flexible edge of the building and its response controlled using the passive and controlled modes of the MR damper. The MR damper was capable of controlling the TM displacements very effectively, as well as the simulated building response for different ground motions and harmonic excitation. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   
95.
本文针对2009年11月10日出现在大同地区的大到暴雪天气过程,从天气形势,物理量诊断及雷达产品等进行了综合分析后得出:此次降雪是在稳定的500hPa西风槽背景下,地面回流形势影响下造成的;高低层散度的垂直配置及高低空急流的耦合作用是此次过程的动力原因,充足的水汽条件和不稳定能量的积累是此次大到暴雪产生的根本因素。雷达产品分析表明:低空持续的偏东气流以及风向垂直切变的风场结构是这次暴雪产生的主要环境特征,暖平流和中层强西南急流有利于产生持续的降雪。  相似文献   
96.
崔志盛  金磊  赵凯 《探矿工程》2011,38(5):65-69
在采用双侧壁导坑法施工的双向八车道特大断面连拱隧道中,施工步繁多,临时支护设置的时间长,隧道全断面的变形量测只能在临时支护拆除后进行。由于全断面变形数据获取得较晚,故较难将其用于围岩力学参数的反演。将有限元计算和BP神经网络技术相结合,并在有限元计算过程中考虑实际的施工步,建立起所有临时支护拆除之前这一施工状态下导坑的变形量与围岩力学参数之间的非线性映射关系,并通过对应状态下实测的导坑变形值反演了围岩的力学参数。将反演的结果用于正分析验算,验证了该方法是可行的。  相似文献   
97.
从钻探生产、钻探科研、钻探工程管理、钻探能力建设以及钻探队伍建设等方面对中核地质钻探在"十一五"期间所取得的成绩和进展作了全面的回顾总结,提出了"加强人才建设、推进科技创新、加强能力建设、推行精益管理"的"十二五"工作设想。  相似文献   
98.
Unsteady two-dimensional Navier-Stokes equations and Navier-Stokes type model equations for porous flow were solved numerically to simulate the propagation of water waves over a permeable rippled bed. A boundary-fitted coordinate system was adopted to make the computational meshes consistent with the rippled bed. The accuracy of the numerical scheme was confirmed by comparing the numerical results concerning the spatial distribution of wave amplitudes over impermeable and permeable rippled beds with the analytical solutions. For periodic incident waves, the flow field over the wavy wall is discussed in terms of the steady Eulerian streaming velocity. The trajectories of the fluid particles that are initially located close to the ripples were also determined. One of the main results herein is that under the action of periodic water waves, fluid particles on an impermeable rippled bed initially moved back and forth around the ripple crest, with increasing vertical distance from the rippled wall. After one or two wave periods, they are then lifted towards the next ripple crest. All of the marked particles on a permeable rippled bed were shifted onshore with a much larger displacement than those on an impermeable bed. Finally, the flow fields and the particle motions close to impermeable and permeable beds induced by a solitary wave are elucidated.  相似文献   
99.
以变形作为控制条件的基坑支护结构设计是一个十分复杂的工程问题,由于支点法具有计算模式明确、过程简单的优点,受到广大工程设计人员的欢迎。但是,支点法中土抗力系数卅的选取是工程界的一大难题,在支点法计算中m值选取的准确性直接影响支护结构位移和内力的计算结果,所以将支点法建模及反分析方法应用于实际工程,在开挖过程中考虑了支撑变形的非线性,开发了FORTRAN程序对支护结构进行了反演计算。通过反演分析m值并预测支护结构的变形,实现支护动态设计信息化施工。结果表明,位移反分析法进行深基坑工程中的参数反演与位移预测取得比较好的效果,说明该方法在深基坑开挖反演、预测方面是合理可行的。  相似文献   
100.
深埋长隧道中大变形、高应力、复杂的工程地质环境和长期使用需要使得对隧道围岩的稳定性分析成为决定深埋长大隧道工程成败的关键问题.利用位移反分析法分析确定围岩参数是目前研究的一个重点, 用以处理隧道围岩物理力学参数与量测信息之间的非线性关系, 对围岩二次支护方案进行判断、调整.而人工智能在识别、表达与处理这种复杂的非线性关系方面表现了极强的能力.通过对十漫高速公路云岭隧道围岩变形进行监控测量, 结合生物仿真系统和快速拉格朗日分析软件(FLAC) 进行正演分析, 利用神经网络的高度非线性、网络推理和网络耦合能力, 通过数值分析软件获得神经网络训练所需要的输出向量, 以可自适应调节的免疫算法为搜索工具对参数进行全局空间搜寻, 寻找最佳网络结构, 利用量测信息反分析寻找最佳参数, 得出结果再通过正向计算进行验证.通过智能反演分析, 改进了原勘测资料中的建议值, 调整了支护方案, 得到满意结论.表明本文所提反演分析对隧道围岩稳定性评价及信息化设计的实际意义.   相似文献   
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