In this study, an orthogonal array experiment is conducted by using a transparent fracture network replica. Image processing and theoretical analysis are performed to investigate the model sealing efficiency(SE), fact...In this study, an orthogonal array experiment is conducted by using a transparent fracture network replica. Image processing and theoretical analysis are performed to investigate the model sealing efficiency(SE), factors influencing SE, and the effect of flowing water on propagation. The results show that grout propagation can be classified into three patterns in the fracture network: sealing off, partial sealing,and major erosion. The factors controlling the SE in a descending order of the amount of influence are the initial water flow speed, fracture aperture, grout take, and gel time. An optimal value for the combination of the gel time and grout take(artificial factors) can result in a good SE. The grouting and seepage pressures are measured, and the results reveal that their variations can indicate the SE to some extent. The SE is good when the seepage pressure at each point increases overall;the frequent fluctuations in the seepage pressure indicate a moderately poor SE, and an overall decline in the seepage pressure indicates a major erosion type. The deflection effect of grouting shows an approximately elliptical propagation with the long axis expanding along the wider fracture opening, demonstrating further application in grouting design.展开更多
There are quite a few studies that have been done on borehole sealing theory both domestically and internationally.The existing researches usually consider drilling of the surroundings as a dense homogeneous elastic b...There are quite a few studies that have been done on borehole sealing theory both domestically and internationally.The existing researches usually consider drilling of the surroundings as a dense homogeneous elastic body which does not meet the characteristics of real drilling of the fractured body.Based on the loosing-circle theory and analyses of the surrounding rock stress field,cracks and seepage fields,combined with Newtonian fluid spherical grouting model,we deduced the dynamic relationship between the seepage coefficient and rock or grouting parameters of the drilling sealing fluid mode of spherical fissure grouting.In this experiment,mucus was injected in the simulated coal seam and the permeability coefficient of the sealing body was calculated by using the model.To verify the validity of the model,the calculated sealing body number was compared with the extreme negative pressure that the sealing body could withstand.The theoretical model revealed the drilling sealing fluid mechanism,provided a method for the quantitative calculation of the drilling sealing fluid effect by grouting mode and a reference for the subsequent research of sealing mechanism.展开更多
BACKGROUND The management of vascular graft infections continues to be a significant challenge in a clinical situation.The aim of this report is to illustrate the novel vacuum sealing drainage(VSD)technique and rectus...BACKGROUND The management of vascular graft infections continues to be a significant challenge in a clinical situation.The aim of this report is to illustrate the novel vacuum sealing drainage(VSD)technique and rectus femoris muscle flap transposition for vascular graft infections,and to evaluate the prospective of future testing of this surgical procedure.CASE SUMMARY We report the case of a 32-year-old male patient,who presented a severe infected groin wound with biological vascular graft Acinetobacter baumannii infection resulting in extensive graft exposure.Using the VSD and muscle flap transposition,the groin wound and vascular graft infection were finally treated successfully.CONCLUSION Our case report highlights that VSD technique and rectus femoris muscle flap transposition could be considered in patients presenting with a severe infected groin wound with biological vascular graft Acinetobacter baumannii infection resulting in extensive graft exposure,especially in consideration of treatable conditions.展开更多
Recently a new grout material called water inflow sealing(WIS) was invented for sealing water inflow in tunneling and underground constructions. In this study, a special experimental method called intubated counter gr...Recently a new grout material called water inflow sealing(WIS) was invented for sealing water inflow in tunneling and underground constructions. In this study, a special experimental method called intubated counter grouting(ICG) was proposed to investigate the influence of water dispersion on the rheological properties of the grout during the grouting process, and to testify the sealing performance of the grout,such as instant gelling ability(IGA) and anti-dispersion ability(ADA). In the experiment, dispersion was restricted in the downstream of the channel with a high turbulence intensity. The influences of ADA and IGA were therefore decoupled and evaluated separately. Experimental results revealed two distinctive sealing mechanisms of WIS. For a low initial velocity of water, WIS turned the shear flow of water into an overall movement of a plug by absorbing water into the particles. For a high initial velocity and the situation that the particles reached the outlet before sufficiently expanding, WIS modified the rheology of the water in the channel and reduced its velocity till the static state. The distinctive feature of WIS brings a reformation on the sealing mechanism and provides an effective way to control water inflow with high pressure and velocity.展开更多
为有效积累和重用航空橡塑密封结构案例中蕴含的知识,提出基于模型的定义(Model Based Definition,MBD)的航空橡塑密封结构案例库构建方法。首先,基于航空橡塑密封结构行业设计标准和MBD的三维建模与标注方法,建立基于MBD的航空橡塑密...为有效积累和重用航空橡塑密封结构案例中蕴含的知识,提出基于模型的定义(Model Based Definition,MBD)的航空橡塑密封结构案例库构建方法。首先,基于航空橡塑密封结构行业设计标准和MBD的三维建模与标注方法,建立基于MBD的航空橡塑密封结构案例内容框架和表示,通过SolidWorks MBD模块实现航空橡塑密封结构案例的MBD表示;然后,提取航空橡塑密封结构MBD案例表示中的几何特征和语义特征,设计“几何+语义”的案例检索算法;最后,开发的基于MBD的航空橡塑密封结构案例库原型系统及其应用表明,基于MBD的航空橡塑密封结构案例表示与检索实现了知识的积累和重用。展开更多
扩大头锚索因具有抗拔承载力大、支护效率高等优点在岩土工程中应用广泛,而注浆段落的长度和自由段保护套管的类型将对锚索受力变形特性产生影响。为此,依托实际工程开展了锚固段注浆+PE波纹管(设计方案)、全长注浆+聚乙烯(polyethylene...扩大头锚索因具有抗拔承载力大、支护效率高等优点在岩土工程中应用广泛,而注浆段落的长度和自由段保护套管的类型将对锚索受力变形特性产生影响。为此,依托实际工程开展了锚固段注浆+PE波纹管(设计方案)、全长注浆+聚乙烯(polyethylene, PE)波纹管(实际施工常用方案)、锚固段注浆+高密度聚乙烯(high density polyethylen, HDPE)套管、全长注浆+HDPE套管等四种不同工况扩大头锚索的现场拉拔试验,对比分析了不同工况下锚索的拉拔荷载-位移(Q-s)曲线、荷载-弹性位移(Q-se)曲线与荷载-塑性位移(Q-sp)曲线、自由段伸长量比例、刚度系数等受力变形特征。试验结果表明,相同注浆长度条件下,采用HDPE套管相比PE波纹管能够更好地发挥对自由段的隔离保护作用,保证自由段的变形性能;而采用相同套管类型时,注浆长度的增加会导致自由段伸长量值的减小,并会增大锚索刚度系数。在试验研究的基础上,提出现场锚索施工采用锚固段注浆+HDPE套管或全长注浆+HDPE套管的建议方案,从而保证锚索受力变形性能均达到设计预期。展开更多
基金supported by the Natural Science Foundation of China under (Nos. 42172293, 4190020747, and 41472268)。
文摘In this study, an orthogonal array experiment is conducted by using a transparent fracture network replica. Image processing and theoretical analysis are performed to investigate the model sealing efficiency(SE), factors influencing SE, and the effect of flowing water on propagation. The results show that grout propagation can be classified into three patterns in the fracture network: sealing off, partial sealing,and major erosion. The factors controlling the SE in a descending order of the amount of influence are the initial water flow speed, fracture aperture, grout take, and gel time. An optimal value for the combination of the gel time and grout take(artificial factors) can result in a good SE. The grouting and seepage pressures are measured, and the results reveal that their variations can indicate the SE to some extent. The SE is good when the seepage pressure at each point increases overall;the frequent fluctuations in the seepage pressure indicate a moderately poor SE, and an overall decline in the seepage pressure indicates a major erosion type. The deflection effect of grouting shows an approximately elliptical propagation with the long axis expanding along the wider fracture opening, demonstrating further application in grouting design.
基金supports provided by the State Key Basic Research Program of China(No.2011CB201205)the National Natural Science Foundation of China(No.51074161)+1 种基金the independent research of the State Key Laboratory of Coal Resources & Mine Safety(No.SKLCRSM08X03)the Youth Science and Technology Fund of China University of Mining and Technology(No.JGY101605)
文摘There are quite a few studies that have been done on borehole sealing theory both domestically and internationally.The existing researches usually consider drilling of the surroundings as a dense homogeneous elastic body which does not meet the characteristics of real drilling of the fractured body.Based on the loosing-circle theory and analyses of the surrounding rock stress field,cracks and seepage fields,combined with Newtonian fluid spherical grouting model,we deduced the dynamic relationship between the seepage coefficient and rock or grouting parameters of the drilling sealing fluid mode of spherical fissure grouting.In this experiment,mucus was injected in the simulated coal seam and the permeability coefficient of the sealing body was calculated by using the model.To verify the validity of the model,the calculated sealing body number was compared with the extreme negative pressure that the sealing body could withstand.The theoretical model revealed the drilling sealing fluid mechanism,provided a method for the quantitative calculation of the drilling sealing fluid effect by grouting mode and a reference for the subsequent research of sealing mechanism.
文摘BACKGROUND The management of vascular graft infections continues to be a significant challenge in a clinical situation.The aim of this report is to illustrate the novel vacuum sealing drainage(VSD)technique and rectus femoris muscle flap transposition for vascular graft infections,and to evaluate the prospective of future testing of this surgical procedure.CASE SUMMARY We report the case of a 32-year-old male patient,who presented a severe infected groin wound with biological vascular graft Acinetobacter baumannii infection resulting in extensive graft exposure.Using the VSD and muscle flap transposition,the groin wound and vascular graft infection were finally treated successfully.CONCLUSION Our case report highlights that VSD technique and rectus femoris muscle flap transposition could be considered in patients presenting with a severe infected groin wound with biological vascular graft Acinetobacter baumannii infection resulting in extensive graft exposure,especially in consideration of treatable conditions.
基金financially supported by National Postdoctoral Program for Innovative Talent (No. BX20200200)Youth Fund of National Natural Science Foundation of China (No. 52109126)Joint Funds of the National Natural Science Foundation of China (No. U1706223)。
文摘Recently a new grout material called water inflow sealing(WIS) was invented for sealing water inflow in tunneling and underground constructions. In this study, a special experimental method called intubated counter grouting(ICG) was proposed to investigate the influence of water dispersion on the rheological properties of the grout during the grouting process, and to testify the sealing performance of the grout,such as instant gelling ability(IGA) and anti-dispersion ability(ADA). In the experiment, dispersion was restricted in the downstream of the channel with a high turbulence intensity. The influences of ADA and IGA were therefore decoupled and evaluated separately. Experimental results revealed two distinctive sealing mechanisms of WIS. For a low initial velocity of water, WIS turned the shear flow of water into an overall movement of a plug by absorbing water into the particles. For a high initial velocity and the situation that the particles reached the outlet before sufficiently expanding, WIS modified the rheology of the water in the channel and reduced its velocity till the static state. The distinctive feature of WIS brings a reformation on the sealing mechanism and provides an effective way to control water inflow with high pressure and velocity.
文摘为有效积累和重用航空橡塑密封结构案例中蕴含的知识,提出基于模型的定义(Model Based Definition,MBD)的航空橡塑密封结构案例库构建方法。首先,基于航空橡塑密封结构行业设计标准和MBD的三维建模与标注方法,建立基于MBD的航空橡塑密封结构案例内容框架和表示,通过SolidWorks MBD模块实现航空橡塑密封结构案例的MBD表示;然后,提取航空橡塑密封结构MBD案例表示中的几何特征和语义特征,设计“几何+语义”的案例检索算法;最后,开发的基于MBD的航空橡塑密封结构案例库原型系统及其应用表明,基于MBD的航空橡塑密封结构案例表示与检索实现了知识的积累和重用。
文摘扩大头锚索因具有抗拔承载力大、支护效率高等优点在岩土工程中应用广泛,而注浆段落的长度和自由段保护套管的类型将对锚索受力变形特性产生影响。为此,依托实际工程开展了锚固段注浆+PE波纹管(设计方案)、全长注浆+聚乙烯(polyethylene, PE)波纹管(实际施工常用方案)、锚固段注浆+高密度聚乙烯(high density polyethylen, HDPE)套管、全长注浆+HDPE套管等四种不同工况扩大头锚索的现场拉拔试验,对比分析了不同工况下锚索的拉拔荷载-位移(Q-s)曲线、荷载-弹性位移(Q-se)曲线与荷载-塑性位移(Q-sp)曲线、自由段伸长量比例、刚度系数等受力变形特征。试验结果表明,相同注浆长度条件下,采用HDPE套管相比PE波纹管能够更好地发挥对自由段的隔离保护作用,保证自由段的变形性能;而采用相同套管类型时,注浆长度的增加会导致自由段伸长量值的减小,并会增大锚索刚度系数。在试验研究的基础上,提出现场锚索施工采用锚固段注浆+HDPE套管或全长注浆+HDPE套管的建议方案,从而保证锚索受力变形性能均达到设计预期。
