某滑坡稳定分析及处理方案探讨

滑坡属于不良地质现象,是斜坡上的部分岩体和土体在自然或人为因素的影响下沿某一明显的界面发生剪切破坏向坡下运动的现象。当高速公路不得不通过某一滑坡时,对其稳定性进行分析和整治设计就显得尤为重要。以祁临高速公路灵石至霍州段窑深沟大桥东南窑深沟滑坡为实例,根据勘察资料,利用岩土力学知识,在公路修好后并运行的情况下,计算出了其稳定系数和推滑力,又以材料力学、结构力学等力学理论为基础,设计出抗滑桩和锚索抗滑桩等两种整治方案,经验证,效果良好。     

2009年6月九江一次典型雷击事故原因分析

根据2009年6月江西省九江一次雷击事故现场的勘察结果,利用雷电监测数据和剩磁检测数据对雷电流大小进行了对比分析,认为造成雷击事故的可能原因有三方面,分别是电源SPD的保护级别不够、SPD的容量太小、接地引下线过长和截面积太小。最后,提出了相应的整改建议。     

钢管桩与预应力锚索在公路路堑高陡边坡 中的综合应用

本文通过介绍镇水公路K62+374-K62+500段路堑右上边坡坡口线拦渣墙失稳的岩土工程条件,解析治理方案选用的理论依据,通过理论计算分析,根据实际情况采用钢管桩与预应力锚索、喷射水泥砂浆封闭坡面等综合性工程治理措施.     

水中丝爆等离子体破岩机理研究

在隧道开挖、矿山开采等基础工程建设中,岩石爆破技术发挥着重要作用。等离子体碎岩技术具有无污染,破碎过程中无飞石、无有害气体的产生,使用方便,作业效率高,是替代炸药碎岩的最有效可行的方法。本文研究了水中丝爆产生等离子体破碎岩石的机理,分析了高电压脉冲放电过程中的铜丝融化过程,建立了铜丝在各阶段变化的电阻模型,利用MATLAB对不同阶段放电电路的电流进行了数值仿真分析,并与实验得到的电流波形进行对比。研究发现,电流波形,上升沿时间越短,脉冲放电效果越好。铜丝变化产生等离子体的过程中,等离子体通道具有一定的电阻性。实验数据结果与模型数值计算结果基本相符。     

大连市沿海丘陵地区地铁精密控制网关键技术研究

介绍了大连市沿海丘陵地区地铁施工控制网布设、观测中关键技术的研究及解决方案,其中利用GPS静态观测与传统精密导线测量相结合组成混合网平差、将精密导线点纳入二等水准网,实现平高复用等技术,可给同类工程实施提供参考。     

复杂地层钻进绳索取芯适岩钻头的研究与试验

研究了南方煤矿区复杂地层钻进中钻头的磨损机理,研制出了适合于复杂地层钻进的绳索取芯钻头。探讨了电镀钻头内、外径的保径方法。试验钻头在复杂煤矿区不同类型的地层中均取得了显著的钻进效果。      

A SYSTEM OF CAPACITIVE HIGH-VOLTAGE PULSE RECHARGE/DISCHARGE AND ITS IMPLICATION ON EXPERIMENTALLY TRIGGERED EARTHQUAKE

An external small disturbance may trigger seismic events when the fault is in a critical state. The problems related with earthquakes triggered by the dynamic stress such as blasting loads, impact loads, volcanic eruptions and strong earthquakes, have usually drawn wide concerns in earthquake science, and the corresponding research contents are quite extensive, including earthquake triggering mechanisms, triggering earthquake uncertainty, aftershock triggering, and so on. Among them, experimental research is an important way to understand the stress triggering conditions and physical mechanisms, such as the influence of load disturbance on fault friction traits, the influence of periodic disturbance of tidal stress on fault instability, etc., all of which can be gained through experimental investigations. Among them, "how to trigger" is a basic scientific problem to increase the understanding of earthquake prediction theory, thus receiving more attention. There are also some studies that focus on "what happened after the trigger", that is, the sliding instability generated by the triggering method, and then the evolution characteristics of the sliding instability process. The well-known experimental study of the super-shear rupture process is conducted by using the electric explosion method to trigger the fault instability, and the high-speed camera records the super-shear rupture during the fault instability. This means that when the trigger source is controllable, it is possible to generate different types of instability processes, and then to explore which earthquakes will be triggered at different time and space positions under different stress states by means of active triggering. The study of stability analysis and instability process has important scientific significance.A stable system of capacitive high-voltage pulse discharge and recharge is one of basic techniques for studying the triggered earthquakes in laboratory. Based on the wire electric explosion method, this paper develops a controllable trigger experiment system. By designing a new capacitive high-voltage pulse charge and discharge system, while considering the actual needs of monitoring and system timing, multiple functions are integrated into one system. Functionally, in addition to realizing the dynamic loading and unloading function of the wire electric explosion method, the discharge process can be monitored, and the triggering, synchronization and timing signal output is performed with other observation systems, thus realizing the whole process monitoring of the dynamic disturbance action. After testing, the following functions are achieved:1)The voltage and current of the high-voltage charging power supply system can be automatically adjusted, and the system can be shut off after charging; 2)Control modes include manual and remote controls. These two modes can control the recharge, release and pulse discharge of the high voltage capacitor; 3)The system can produce multi-channel synchronous output, which satisfy multiple systems working together. In particular, the remote sensing method greatly improves the experimental maneuverability and security; 4)The system has multiple sets of gas discharge tube to trigger discharge, with a wide range of discharge voltage of 500~5 000V; 5)Roche coil resistance integral current detection can meet the transient resistance, large current detection. Test results indicate that this system has good repeatability and stability with the same discharge energy and discharge energy regulator, which is conducive to carry out single channel trigger of high-pressure discharge experiment. In short, the new charging and discharging system can meet the requirements of experimental study of triggering earthquake. In addition, this system can be used to generate the stress disturbance under certain static and dynamic conditions, and then judge whether this kind of mechanical conditions in active fault systems is currently stable.In short, a controllable single-shot discharge system is developed by a capacitive high-voltage pulse discharge system, which provides a good technical basis for experimental research on triggering earthquakes. In addition, the new system also has application significance:1)multiple triggering output can simultaneously start multiple systems and improve the efficiency of observation. Fault instability is a characteristic of transient response, so, its observation requires high-speed acquisition equipment, which is difficult to control on observation; the trigger system is controllable, with active synchronization observation using physical parameters; 2)stress disturbance can be triggered under static and dynamic loads to detect the safety and stability of the fault system with active trigger.     

系缆损伤对绷紧式系泊系统动力响应的影响

探究合成纤维系缆损伤对绷紧式系泊系统响应的影响,具有重要的工程意义。通过高强聚乙烯(HMPE)缆绳损伤动刚度实验,获得其动刚度随损伤的演变规律。在数值计算上,借鉴并合理简化了前人提出的动刚度经验公式,通过处理实验结果确定动刚度经验公式的参数并进行验证。在此基础上,以一座采用高强聚乙烯缆绳为主体系缆的FPSO为例,将所得动刚度经验公式导入系泊分析软件,结合水动力分析,计算得到在相同海洋环境中,系缆发生不同程度损伤时,各系缆张力和平台偏移响应的结果。通过处理、分析所得的计算结果,获得合成纤维缆绳损伤演变对绷紧式系泊系统响应的影响规律,并据此为系缆更换提供了建议。这些成果既有利于把握绷紧式系泊系统的非线性动力响应,也对安全、经济、合理地运用合成纤维系缆具有重要意义。     

接地导线源电磁场全域有效趋肤深度

为了更好地推进广域电磁法的发展和应用,本文以接地长导线源为例,研究了可控源电磁场全场域的有效趋肤深度.利用频域电偶极源在均匀半空间产生电磁场的闭合表达式,计算了不同电磁场分量定义的有效趋肤深度,并讨论了在不同频率、不同偏移距、不同电导率情况下,有效趋肤深度的变化特性.根据有效趋肤深度随偏移距的变化特征以及与平面波趋肤深度之间的关系,利用多项式拟合的办法在五个不同频率范围内给出了适用于全场域的有效趋肤深度快速估算公式.研究结果表明：不同分量定义的有效趋肤深度是不同的,但是它们随偏移距、频率、电导率等参数的变化趋势是类似的,而且在一定范围内都趋近于平面波趋肤深度.理论模型的研究表明,有效趋肤深度可以作为测量参数选取和数据解释工作的参考依据.     

低速冲击下高强钢绞线网-高性能砂浆加固钢筋混凝土梁试验研究

研究了高强钢绞线网-高性能砂浆加固钢筋混凝土梁的抗低速冲击性能,利用落锤冲击试验法对4根简支钢筋混凝土梁进行对比试验研究,其中1根为普通梁,3根为加固梁,通过分析加固前后梁的破坏形态,结合挠度变化、钢筋的应变以及加速度的时程曲线,对比得到了钢筋混凝土梁加固后的抗冲击性能。研究结果表明：加固后钢筋混凝土梁的抗冲击能力显著提高,钢绞线和砂浆作为外加层,不仅增加了梁的抗弯剪能力和刚度,提高了结构的耗能能力,而且限制了裂缝的发展,使梁的整体性和延性更好;在相同冲击作用下,钢绞线直径的增加能适当提高结构的抗冲击性能。