共查询到20条相似文献，搜索用时 62 毫秒
1.
Elasto-plastic analysis on surrounding rock of roadways based on seepage, strain softening and dilatancy 总被引：1，自引：0，他引：1
According to seepage body force, strain softening and rupture expansion of rock mass, elastic-plastic mechanics theory, distribution laws of stress and displacement of surrounding rock in seepage field are derived, and relationships between different zonation range of the surrounding rocks, pore water pressure, strain softening and rupture expansion are established. The results show that the pore water pressure and rupture expansion rock mass have a more obvious impact on the surrounding rock rupture area than the plastic zone. Both the plastic zone and the rupture area are larger when the seepage field is considered. The impact of strain softening on both the plastic zone and the rupture zone of surrounding rock is very significant, and both seepage and strain softening rupture expansion affect deformation of surrounding rock of roadways obviously. It provides certain reference values for the roadway support engineering in seepage field. 相似文献
2.
突涌是基坑工程施工过程中常遇的主要灾害之一。现有的承压水基坑突涌稳定分析方法均不能反应突涌破坏机理。从水力劈裂的机理入手,建议承压水基坑突涌问题应考虑应力-渗流场耦合作用。在Biot固结理论基础上,建立了基坑突涌分析水力劈裂耦合模型,考虑了土体物理力学性质的动态演化。试图通过分析工作面推进过程中基底土体应力场和渗流场的变化,来判断突涌发生的可能性。研究结果表明：突涌始于基底隔水层所发生的张拉破坏,基底周边是发生突涌的危险位置;渗透弱面(初始张拉裂缝)的水压楔劈效应所导致的水力劈裂为基坑突涌提供了通道;高水压力的存在是突涌发生的前提条件,高水力梯度的产生是基坑突涌的根源。 相似文献
3.
When tunnels are through water bearing section of fractured rock mass, a complex interaction process between rock mass deformation and fluid transportation is one of the most important reasons for water gushing, water bursting and mud bursting.To study the rock mass deformation and fluid transportation in tunnel excavation under complex geological conditions, a hydraulic model of complex crack rock mass was established from the relationship between the crack growth degree of surrounding rock in deep buried tunnel and the engineering scale, with which fracture network of different levels in rock mass could be considered simultaneously.Furthermore,a computer Fortran program was put forward to simulate the solid fluid coupling of excavation process of a deep buried tunnel.And it was found that the principal fractures had strong flowing action and network fractures had storage function and lag effect in seepage area.And the yield area of surrounding rock was increased under the coupling of seepage field and stress field. 相似文献
4.
Since the analysis of seepage field with horizontal drain holes and the stability analysis of reservoir banks are very complicated, the application of horizontal drain holes in the engineering control of bank slope is restricted seriously. It is economical and reasonable to add horizontal drain holes to improve the slope stability, so it is of both practical and theoretical significance to research horizontal drain holes. Considering the complication of analysis, the paper introduces a complete set of methods of establishing the model of horizontal drain holes, analyzing the seepage field with horizontal drain holes and analyzing the slope stability after engineering control with horizontal drain holes only in two dimensional condition with a calculation example. The results of numerical analysis show that the slope stability can be improved by adding horizontal drain holes. and the length of the hole has obvious effects on draining compared with the aperture. 相似文献
5.
热流固耦合作用下页岩渗透特性实验 总被引：1，自引：0，他引：1
为探讨地温对页岩渗流特性的影响规律,按照温度对页岩作用部位的不同,从流体动能、骨架应变、吸附解吸三个方面,分析甲烷内摩擦力对动能的影响、页岩热应力及热膨胀导致应变、甲烷解吸引起基质收缩随温度变化的规律,得出热流固耦合作用下页岩渗流特性。以渝东南酉阳龙马溪组页岩样品为分析对象,进行页岩型岩的温度渗流实验,提出三方面五因素的分析方法：温度增加,流体内摩擦力增大减小了流动速度;粘土矿物与有机质的差异性膨胀产生热应力,压缩了页岩骨架,加之基质热膨胀减小了基质间隙,双重作用使渗流通道减小;基质收缩效应对孔隙裂隙双重结构介质渗透量影响很小。温度升高对页岩渗流特性的主要影响体现为,内摩擦力的减速作用及热应力和热膨胀对渗流通道的压缩作用。 相似文献
6.
Analysis and numerical simulation of fluid-structure coupling of gas drainage from boreholes 总被引：2，自引：0，他引：2
Gas drainage from boreholes is main method of utilization and management of Chinese coal seam gas. As the exploitation depth increases, stress field and other factors on the impact of gas seepage are increasingly apparent. Based on the basis of a series of assumptions of coal seam gas, porosity and permeability equations are described by considering stress, coal seam gas pressure change on the coal produced by deformation of the skeleton. The fluid-structure coupling equations are derived by using the basic theorem of porous media flow and the fluid structure coupling theory. The gas seepage field is simulated and analyzed by using multi-physics coupling analysis software. The effect of gas pressure distribution, different burial depths and different drilling parameters (drainage negative pressure, drilling radius) on gas seepage field is obtained. Analysis of simulation results can provide theoretical guidance for on-site gas drainage. 相似文献
7.
In order to analyze seepage feature and seepage failure mechanisms of seawall under flood infiltration, a numerical model for saturated-unsaturated and unsteady seepage flow analysis considering soil permeability variation with seepage failure process was established. And the corresponding finite element computation program was made. Numerical simulation of flood seepage for typical section of real seawall was carried out by use of the program. The computed results were compared with the measured results of field test, which shows good agreement. Based on the numerical simulation results, it can be seen that flood seepage of seawall is a saturated-unsaturated and unsteady seepage flow process and seepage failure of seawall is caused by long time flood infiltration under large seepage gradient. Therefore, upon the flood infiltration, seepage failure of the seawall is a very complicated process, which involves soil permeability variation with seepage failure process and saturated-unsaturated/unsteady seepage flow. It is questionable to use the steady seepage analysis method to simulate seepage failure process of seawall. 相似文献
8.
Seepage resistance and moisture proof of concrete structure is a hard work in civil engineering. The influence factors of seepage resistance and moisture proof of concrete using Electro Osmotic Pulse (EOP), such as electric voltage, water to cement ratio of concrete, ion concentration in liquid phase, and pulse frequency, were analyzed. Simulating experiment of EOP used to drain water and reduce relatively humidity of concrete structure is executed. The results show that, volume of water seepage is improved due to application of EOP in concrete with increase of electric voltage, W/C of concrete, and concentration of sodium sulfate. And pulse frequency has little effect on volume of water seepage. The results are also presented that effect of dewatering and humidity reducing are remarkable when EOP is applied in concrete structure. 相似文献
9.
基于极限平衡理论,以砂土边坡为研究对象,推导了渗流和地震存在时拟静力法和拟动力法边坡安全系数的计算表达式。通过程序求解,与已有算例对比表明,计算结果基本一致,验证了2种方法解析式的合理性。参数分析表明,水位越高,边坡失稳越严重,水力梯度与安全系数基本为线性关系。渗流方向向下时,稳定性随水力梯度的增加而增大;渗流方向向上时,变化规律相反。水平地震加速度系数对稳定性的影响剧烈,竖向地震加速度系数对稳定性影响较小,简化计算可以忽略不计。最终得出拟静力法的解析式,简单、实用,而拟动力法则可以更为全面地考察砂土边坡稳定性随时间变化的特点。 相似文献
10.
高低空急流耦合对内蒙古东部持续性暴雨的触发作用 总被引：2，自引：1，他引：1
为了研究内蒙古东部地区暴雨特征,防范暴雨引发的洪涝灾害对农业产生的影响,利用NCEP/ NCAR再分析资料、常规观测资料,对2011年7月24日—28日内蒙古东部地区持续4天暴雨天气过程进行分析和总结。结果表明：（1）此次暴雨天气过程是在鄂霍茨克海阻塞高压坝阻挡华北低槽东移形成的稳定大尺度环流背景下,伴随副热带西风锋区高低空急流耦合作用共同产生的;（2）200 hPa高空急流与850 hPa偏南低空急流的长时间维持和稳定配置产生的耦合作用,为内蒙古东部地区持续暴雨天气的形成提供了有利的动力和热力条件,触发了暴雨天气。 相似文献
11.
针对在深层开挖条件下进行自平衡法试桩时,通过采取有效措施消除开挖段的侧摩阻力影响后,由于深层覆土开挖卸荷导致工程桩桩周土体围压减小,从而导致荷载箱上段桩抗拔承载力降低这一问题,通过借鉴目前在抗拔桩方面已有的相关分析方法、负摩阻力、基底附加应力以及相关土力学基础理论,提出了基于Mindlin解的简化分析方法以及负摩阻力-附加应力法两种简化分析方法,并以北京某地铁车站中间柱下桩为例,分别估算深层开挖土体卸荷引起的上段桩承载力的损失值。两种方法所得出的估算值存在较大差异,对其原因进行了初步分析。两种简化分析方法的合理性及准确性还有待于进一步完善和实践验证。 相似文献
12.
为了深入了解鲁中山区等地夏季暴雨发生机制,进一步提高预报准确率,利用FY-2E卫星TBB资料和NCEP/NCAR1°×1°的6 h再分析资料,对潍坊安丘市2010年7月18日一次大暴雨过程进行天气动力学诊断和TBB云图分析。结果表明,此次安丘大暴雨是由副热带高压、高空槽和地面气旋等系统共同影响产生;TBB低值强云团随云带沿低空急流方向移动,且与水汽及能量输送带密切关联,暴雨发生在TBB亮温低值区的北侧,不稳定能量在安丘地区上空得到释放;垂直螺旋度正值中心的变化对地面气旋中心的变化有很好的指示意义。 相似文献
13.
High pressure pulsed water jet (HPWJ) is a new technology of effectively improving coal seam permeability. However, the mechanism of increased permeability is not yet clear, which restricts the application of HPWJ in different coal seams. From the perspective of improving permeability by coal matrix shrinkage, the impelled dynamic equations is established based on analysis of coal dynamic effects by water jet. According to theoretical analysis of the stress state of coal matrix, it is concluded that HPWJ can promote coal matrix shrinkage, and the relationship equation between jet impact-coal matrix is derived. Besides, the gas seepage function in the coal slotted by the HPWJ is gained by using PM model, which provides theoretical support for generalizing the technology in the coal mine. 相似文献
14.
流固耦合的多元结构深厚覆盖层透水地基的力学特性 总被引：3，自引：0，他引：3
深厚覆盖层多元结构坝基在渗流过程中各土层力学差异明显,分析时关注的具体问题也不尽相同,需要深入研究。基于比奥固结理论,考虑土体的非线性流变以及土体固结变形过程中孔隙度、渗透系数、弹性模量及泊松比的变化;借助ADINA流固耦合模块来模拟西藏达嘎水电站坝基渗流场与应力场耦合过程,分析各层力学特性及相互作用。研究表明,透水性较强的表层土体是渗流主要通道,也是渗流进出区和沉降变形体现区,应在上游采取措施提高其压缩模量,下游区域增设反滤层和排水设施;坝基中的粉细砂层是坝基沉降的主要原因,对坝基沉降起主导作用,同时应注意其液化特性对坝基的不利影响;坝基中的承压含水土层对下游上部结构产生向上顶托力,若位置较深,则破坏性较小;坝基深部土层对整个坝基的渗流破坏影响较小,但对沉降和渗流量的影响不可忽视;表层砂卵砾石层和粉细砂层的渗透系数相差较小时,土层间不会发生接触冲刷。此外,还发现坝基孔隙水压力在快速衰减阶段被消散,期间土体固结较快。垂直防渗墙能有效降低渗透坡降和渗流量,将坝基沉降变形控制在防渗墙上游区域,但上游坝基变形对防渗墙产生较大的水平推力,应加大防渗墙尺寸或者采用辅助渗控措施。 相似文献
15.
为了研究气候变化背景下长治市极端降水的变化趋势,掌握其变化规律,本文使用1961—2015年长治市所属11个县站的逐日降水和气温资料,对降水极端气候事件的分析侧重于大雨、暴雨、大暴雨、大雪和暴雪的变化特征,研究不同级别频数的年际变化规律。利用降水要素倾向率计算、Morlet小波分析、Mann-Kendal突变分析等对长治气候变暖前后各级别降水频数进行分析。结果表明：1、长治市年平均气温增高背景下,各量级的降水日变化不尽相同,其中以小雪日的增加和小雨日的减少最为显著;有降水日（日降水量≥0.1 mm）呈减少趋势,同时大暴雨、大雪和暴雪日数呈不同程度的增加。2、暴雨、大暴雨和大雪、暴雪都有25～30年的低频振荡周期,在高频部分有准两年振荡周期,在整个时间序列中各级别降水还具有4年、6年和8年左右的周期。3、暴雨极端降水在1962年发生突变;大雪日数突变年份在1990年前后,2006年之后大雪日数增加趋势更加显著。其他级别降水日数无明显突变。 相似文献
16.
Owing to the fluctuation of water quality in urban river which polluted by drainage along river, one-dimension uncertain water quality model embeded neural network is established. Genetic algorithms and a modified fitness function are used to optimize parameters of the uncertain model. Examples illustrate that the uncertain model has higher prediction accuracy with the average accuracy over 80% than the certain model, and is more sensitive to the fluctuation of pollutants discharged into the river. The uncertain model has a significant advantage of prediction and could better adapt to the changing urban water environment, especially at points close to the pollution sources. 相似文献
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18.
Yu Chuxin Xian Xuefu Tan Xueshu 《保鲜与加工》1989,(5):1-10
This paper analyzes comprehensively the present approaches about the flow theory and governing equation of the gas seepage in China from the equations of the gas flow continuity, motion, state ane content. The viewpoint is put forward in the paper that the gas amount taking part in seepage flow is only a part of the whole gas content. The governing equation, of gas seepage flow in coal seams is set up on condition that procedures of adsorption and desorption are convertible completely. 相似文献
19.
Based on the coal seam of Zhao zhuang coal mine and Si he coal mine belong to Jin cheng anthracite Mining Group in Shanxi province, by using the self developed three axial servo controlled seepage equipment for hot fluid solid coupling of coal containing methane, parallel experiments for permeability of helium and methane under different gas pressures are carried out to quantitatively study the influence of Klinkenberg effects on the permeability of coal. Meanwhile, the problem of permeability decreasing caused by fluid pressure decreasing and gas desorption is eliminated by controlling the effective stress. The results show thatthe Klinkenberg effect is obvious under low gas pressure. With the increase of gas pressure, the permeability of coal decreases at first and then increases. The inflection points of gas pressure for Klinkenberg effect are about 0.9 MPa both for coal samples in Zhao zhuang coal mine and Si he coal mine. When the effective stress is constant, with the increase of gas pressure, the permeability increment caused by Klinkenberg effect decreases, while permeability increment caused by coal matrix shrinkage increases. Coal matrix shrinkage has a close relationship with the mechanical properties of coal rock mass. For the coal sample with a poor mechanical property, coal matrix shrinkage is more obvious. 相似文献
20.
为了研究不同观测资料在区域数值模式中的同化影响,选取淮河流域一次暴雨过程,采用WRF模式,直接同化NOAA卫星携带的微波温度辐射计资料AMSUA (AMSU-A)、微波湿度辐射率资料AMSUB和常规探空资料。结果表明：同化了AMSUA和AMSUB资料后对降水的模拟较控制试验有所调整,从TS和ETS评分上看,在大雨以上量级,同化卫星资料试验明显优于控制试验。 同化探空资料对强降水的模拟最优,且对强降水的空漏报也有明显改进。 相似文献