摘要：【中文】多应力强化试验剖面编制方法、装置及计算机存储介质，包括：确定SiP器件的敏感应力类型；确定所述敏感应力类型对应的强化试验应力极限值；根据所述强化试验应力极限值确定强化试验的应力量级；所述应力量级为小于所述应力极限值的应力值；根据所述应力量级、预先确定的应力组合以及应力作用时序，编制多应力强化试验剖面。采用本申请中的方案，故障激发效率快，在较短时间内快速激发出产品设计和制造的潜在缺陷，并确定其耐受应力的极限值，以此为依据进行改进设计，从而提高弹用复杂结构SiP器件的固有可靠性。 【EN】The multi-stress strengthening test section compiling method, device and computer storage medium include: determining the sensitive stress type of the SiP device; determining a strengthening test stress limit value corresponding to the sensitive stress type; determining the stress magnitude of the strengthening test according to the stress limit value of the strengthening test; the stress magnitude is a stress value less than the stress limit; and compiling a multi-stress strengthening test section according to the stress magnitude, the predetermined stress combination and the stress action time sequence. By adopting the scheme in the application, the fault excitation efficiency is high, potential defects of product design and manufacture are rapidly excited in a short time, the limit value of the stress tolerance is determined, and the design is improved on the basis of the limit value, so that the inherent reliability of the SiP device with the complex structure for the elasticity is improved.

摘要：【中文】本发明属于矿区微地震监测技术领域，尤其是一种矿区水力压裂裂缝微地震监测应用方法，包括以下步骤：布置监测设备；监测设备为WTADC‑3三分量微地震监测采集仪，设备布设方式采用以井口为中心，“五星”加“两环”方式，监测台站布置。本发明将高灵敏度地震传感器布放于压裂井四周浅井开展微地震监测；运用微地震的三分量数据，根据微地震走时进行震源空间定位，得到一维时间域和三维空间体能量分布情况，绘制出微地震事件俯视图、侧视图和前视图，得到压裂区域裂缝成像特征，可较为准确地描述裂缝轮廓的长度、宽度及参考性高度，以便评价总体压裂效果，优化完善压裂方案。 【EN】The invention belongs to the technical field of mine area micro-seismic monitoring, and particularly relates to a mine area hydraulic fracturing crack micro-seismic monitoring application method, which comprises the following steps: arranging monitoring equipment; the monitoring equipment is a WTACDC-3 three-component microseism monitoring and collecting instrument, the equipment is arranged in a mode of taking a wellhead as a center and adopting a mode of five stars and two rings, and the monitoring stations are arranged. According to the invention, high-sensitivity seismic sensors are distributed in shallow wells around a fracturing well to carry out microseismic monitoring; the earthquake source space positioning is carried out according to the travel time of the micro earthquake by using the three-component data of the micro earthquake, the energy distribution condition of a one-dimensional time domain and a three-dimensional space body is obtained, a top view, a side view and a front view of the micro earthquake event are drawn, the fracture imaging characteristic of a fracture area is obtained, the length, the width and the reference height of the fracture outline can be accurately described, so that the overall fracturing effect can be evaluated, and the fracturing scheme is optimized and perfected.

摘要：【中文】本发明公开了一种超前小导管预加固系统，包括超前小导管，超前小导管沿隧道全圆周方向设置有双层，双层包括内层和中层，内层和中层的超前小导管均沿隧道圆周方向均匀插设在富水软岩中，内层的超前小导管与中层的超前小导管均交错布置，在隧道的顶部压力拱的110°‑130°角度范围内添设有外层超前小导管，外层的超前小导管沿隧道圆周方向均匀插设在富水软岩中，外层的超前小导管与中层的超前小导管均交错布置，超前小导管上均匀设置有压浆孔，超前小导管中用于灌注浆液，超前小导管的端部均固定在隧道的拱架上。本发明使注浆加固面积大，加固效果好，有效加固松散岩体，防止隧道发生塌方，从而提高围岩等级和施工安全性。 【EN】The invention discloses a pre-reinforcing system for an advanced small conduit, which comprises the advanced small conduit, wherein the advanced small conduit is provided with double layers along the whole circumferential direction of a tunnel, each double layer comprises an inner layer and a middle layer, the advanced small conduits of the inner layer and the middle layer are uniformly inserted in water-rich soft rock along the circumferential direction of the tunnel, the advanced small conduits of the inner layer and the advanced small conduits of the middle layer are arranged in a staggered manner, an outer layer advanced small conduit is additionally arranged in the angle range of 110-130 degrees of a top pressure arch of the tunnel, the advanced small conduits of the outer layer are uniformly inserted in the water-rich soft rock along the circumferential direction of the tunnel, the outer layer advanced small conduits and the advanced small conduits of the middle layer are arranged in a staggered manner, grouting holes are uniformly arranged on the advanced small conduits, the advanced small conduits are used for grouting, and the end parts of the advanced small conduits are all fixed on. The invention has large grouting reinforcement area and good reinforcement effect, effectively reinforces the loose rock mass, and prevents the tunnel from collapsing, thereby improving the grade of the surrounding rock and the construction safety.