Analysis on stress wave effect during the process ofrock breaking by pulsed jet

A mathematical model of rock breaking under pulsed jet is established by introducing the Johnson-Holmquist-Concrete constitutive relation and the smoothed particle hydrodynamics method. Based on this model, the formation, propagation and attenuation of stress wave during rock breaking by pulsed jet are simulated. The relations between pressure and time at different points on rock surface and the curve of peak stress wave versus distance to action spot are obtained. Destruction behaviors of rock under pulsed jet and effects on stress wave effect from jet velocity and lithology are studied according to the above calculation results, analysis results show that stress wave effect of pulsed jet acts locally and the peak stress wave shrinks sharply as the acting distance increases. The rock breaking mechanism of stress wave is tensile failure during the high speed process of load-unload. Power and effect range of stress wave is in high direct proportion with jet velocity. There is a threshold velocity before the macroscopic failure. Rocks of different lithologies have different destruction types under pulsed stress wave of pulsed jet. Destruction type of low strength rock like sandstone is crack propagation under the tensile stress during the high speed process of load-unload, while the destruction type of high strength brittle rocks like granite and limestone is vertical failure of stress concentration.     

砂土材料状态相关临界状态各向异性模型

考虑材料状态对砂土临界状态的影响,采用宏细观结合的方法建立了砂土的各向异性模型。将新的各向异性状态变量引入砂土模型的临界状态方程,增加了各向异性参量、应力状态和应力与材料组构方向关系3个因素对临界状态的影响,扩展了砂土材料状态相关的概念。随应力状态和应力与材料组构方向几何关系变化,π平面上模型的临界状态线、相变状态线和峰值状态线的形状和位置自然产生变化,各向异性越大,状态线偏离的静水压力轴也越远,形状变化也越大。模型的剪胀方程和硬化规律也是状态参量函数,随细观参量的变化,细化和量化了砂土物理状态变量对剪胀性及硬化规律的描述。模型用一组参数可以描述较大围压和密度范围砂土各向异性强度-变形的力学响应。     

4个品系橡胶树实生苗叶片及根系对水分胁迫的反应

运用聚乙二醇(PEG6000)模拟水分胁迫的方法,研究了水分胁迫对不同品系橡胶树根系水流导度（Lpr）、根系活力和叶片水分饱和亏缺变化的影响。结果表明：水分胁迫对橡胶树根系水力学导度、根系活力和叶片水分饱和亏缺产生明显影响,随着水分胁迫时间的延长,根系水力学导度逐渐下降,根系活力呈现先增加后下降,叶片水分饱和亏缺逐渐增加的趋势。从橡胶树根系水导与根系活力在水分胁迫下的下降程度和叶片维持水分平衡的能力来看,GT1对水分胁迫的抵御与适应能力相对较强,其次是PR107﹥RRIM600,PB86忍耐水分胁迫最弱。     

FEM Analysis of Stress Distribution Law in the Rocksalt Cavity''s Surrounding Rock

Basic on the FEM numerical analysis, the contour maps stress of rocksalt cavity's surrounding rock and the major principal stress's law changed with the depth and horizontal direction are analyzed. The influencing factors to the distribution of the stress surrounding rocksalt cavity, such as cavity's span, water pressure and the depth of rocksalt layer is also studied. The results show that major principal stress becomes big with the increase of rocksalt's depth. The cavity's influence to the stress's distribution will be clearer with the nearer to the cavity. The stress's centralization will be weaker with the accretion of water pressure in rocksalt's cavity. But the stress's centralization will be stronger, and the stress's value increases.     

土壤水分胁迫下小麦叶片的渗透调节与膨压维持

两年的试验结果表明,在土壤缓慢脱水和长期水分胁迫下,四个小麦品种叶片均产生渗透调节,孕穗期和灌浆期渗透调节能力较强,渗透调节的幅度为0.40～0.64MPa,抗旱性强的品种大于抗旱性弱的品种.由于渗透调节在土壤含水量60%左右或轻度胁迫下,叶片膨压基本不变.五个生育期四个处理水平叶水势与膨压回归分析,从水势每下降一个单位,膨压降低的单位数看,昌乐5号(0.146)<山农587(0.151)<烟农15(0.162)<济南13(0.240),抗旱性强的品种由于渗透调节能力强,膨压降低的单位数小,维持膨压的程度高.     

剪根与水分胁迫对小麦单根和细胞导水率及TaPIP基因表达的影响

剪去小麦部分根系能瞬间打破其水分平衡,研究根系导水特性对剪根的响应有助于解释静水压对作物根系吸水的调节机制。通过对苗期小麦(Triticum aestivum)剪根与水分胁迫处理,用压力探针技术测定单根和细胞两种尺度上的根导水特性变化,以及根中TaPIP1;2和TaPIP2;5的转录调节变化。结果显示,剪根处理或水分胁迫处理使叶片蒸腾速率和气孔导度均显著低于对照,而单根导水率和细胞导水率均与对照无显著差异。剪根处理的叶片蒸腾速率、气孔导度、叶水势、单根导水率和细胞导水率均显著高于水分胁迫处理,而剪根且水分胁迫处理的各参数均显著低于其他处理。各处理的单根导水率与细胞导水率显著正相关。各处理根中TaPIP1;2和TaPIP2;5相对mRNA含量的变化规律与单根和细胞导水率的变化规律相似。剪根处理显著上调了TaPIP1;2和TaPIP2;5转录,水分胁迫处理显著下调了其转录,但TaPIP1;2和TaPIP2;5在剪根且水分胁迫处理中的转录水平最低。这些结果表明,小麦的根导水特性在单根尺度和细胞尺度上具有一致性;剪根短期内能够增加小麦幼苗的水分敏感性。推测TaPIP1;2和TaPIP2;5参与了静水压对小麦根导水特性的调节过程。     

Simulation Analysis of Spatial Distribution of Roadway′s Surrounding Rock Stress

To get the spatial distribution characteristic of roadway's surrounding rock stress, circular section roadway was taken as a case study. The solution of stress was got by using complex function method, and roadway's surrounding rock stress field was analysed after the solution of mapping space was transformed into the solution of roadway space. As a result, the visual diagram of stress field distribution of roadway's surrounding rock was obtained, which could describe intuitively stress distribution of roadway's surrounding rock at any position. Considering the influence of different radius and side pressure coefficients on surrounding rock stress field, the following conclusions have been obtainded: the peak value and direction of circular roadway's surrounding rock stress has nothing to do with the radius; when side pressure coefficient is less than 1/3,the roof can produce tensile stress; when side pressure coefficient is more than 3, the surrounding rock in two sides can produce tensile stress. And the change rule of hoop stress, radial stress, shear stress and the maximum and minimum of stress have also been generated.     

水分胁迫对不同根型小麦幼苗水分利用率和导水率的影响

以旱地小麦晋麦47和高水肥小麦石4185为试材,比较分析了充分供水和模拟干旱胁迫条件下小麦幼苗水分利用效率(WUE)和根系导水率(Lpr)的差异。结果表明:正常供水条件下,晋麦47单株耗水量、根系干质量和单株干质量皆低于石4185,但根系水分利用率(WUEr)、茎叶水分利用率(WUEs)、单株水分利用率(WUE)以及根系导水率均高于石4185。轻度干旱胁迫下,石4185根系干质量稍有增加,晋麦47变化不明显,两者单株干质量均降低;两品种根系、茎叶和单株水分利用效率均显著提高,石4185根系水分利用效率反而高于晋麦47;但两品种根系导水率呈显著下降趋势,晋麦47下降幅度大于石4185并最终低于石4185。以上说明:水分充足条件下,晋麦47表现出“奢侈”利用水分,干旱条件下,表现出以降低水分消耗而维持地上部生长的耐旱节水机制;石4185在水分充足条件下耗水量大,表现出水地品种特点,胁迫条件下,水分利用率均升高且根系水分利用率升高相对更大,体现出干旱胁迫下依赖根系进一步发展增大吸收水分表面积来适应缺水环境。两者相比较,体现了不同根型小麦品种根系在干旱胁迫调节中的重要性和差异性。     

Analysis on Internal Stress in Polycrystalline Diamond Films Measured by Raman Spectroscopy

The divagation of the internal stress in diamond films is analyzed .It's found that due to the unknown directions of the stress and crystallographic axes , the proportional parameter to express the relationship between the stress and the shift of Raman spectrum is hard to obtain precisely , resulting in the divagation of the internal stresses which are calculated from the shift of Raman spectrum.     

Study on Shear Stress Distribution and In-situ Test of Pressure-Dispersive Anchor

Combining the Mindlin elastic displacement solution with the elementary theory of finite element, in this paper, the shear stress distribution of pressure-dispersive anchor is calculated. Its work performances were compared with those of tensile anchor. According to the in-situ pull-out test of pressure-dispersive anchors in weak rock stratums, it is proven that the bearing capacity of pressure-dispersive anchor increases rather evidently than that of tensile anchor under the same condition and the effect of spacing between load-supporting bodies on the bearing capacity of pressure-dispersive anchor is analyzed. The analysis results of this paper can offer some references to the engineering application of this new type of anchor in the future.     

Stress wave effect in numerical simulation on rock breaking under high pressure water jet

The evolvement of rock damage struck by a high pressure water jet is characterized by nonlinear properties, thus making it a complicated dynamic problem. Based on a nonlinear finite element and elastic plasticity theory, a computational model was established. The dynamic load striking the rock by a high pressure water jet was simulated by the dynamic contact method. Furthermore, the propagation of a stress wave in the same rock was simulated at different impact velocities. The results show that the propagation velocity of a stress wave is proportional to the impact velocity of the high pressure water jet. The effects of a stress wave in sandstone and coal impacted by high pressure water jets of the same velocity were simulated.The effect of a stress wave in coal was stronger than in sandstone, while the region of propagation of stress wave in coal was smaller.     

Expression and Regulation of the Plant Gene Under Enviromend Stress

To investigate the adaptation mechanisms of plant gene under adversity stress.By looking up the recent literatures dealt with the plant's adaptation and response to adversity stress and reviewing previous works on the plant's adaptation mechanisms under adversity stress.Unavoidably,plant is influenced by all kinds of adversity stresses because of its immobility.But it can adapt and resist effectively to adversity stress by itself.Many researches show that under adversity stress contents of ABA and SA in the plant cells are changed apparently wiich induced many new genes expression and protein synthesis to adapt environment's change.There may be two kinds of mechanisms of the plant's adaptation to adversity stresses. 1. ABA and SA induce the synthesis of mRNA or stabilization of mRNA. 2. ABA and SA can cause the responsive proteins' accumulation and regulation after translation.     

蔬菜抗渗透胁迫基因工程研究进展

我国干旱地区多,蔬菜用水量大,水资源紧缺。渗透胁迫是影响作物生长、发育和产量的最重要的非生物胁迫之一。植物的抗渗透胁迫性是受多基因控制的复杂性状。研究植物抗逆机理,将植物抗渗透胁迫相关基因导入蔬菜,可为培育蔬菜节水抗旱新品种奠定必须的材料基础,对缓解水资源危机具有重要的意义。本文从植物体对渗透胁迫信号的感知、转导以及渗透胁迫对植物生理和代谢的影响两方面简要总结了植物抗渗透胁迫作用的分子和生理机制,重点介绍了蔬菜抗渗透胁迫基因工程的新进展,并对通过基因工程手段提高蔬菜抗渗透胁迫能力需要进一步关注的问题进行了探讨,对其前景进行了展望。     

Study on Methane Flow Regularity and Secondary Stress and Deformation of Coal Bady around Penetration Boreholes in Coal Seam

A new mathematical model for the coefficient of variable permeability affected by coal body, secondary stress & pressure in coalseam & a constitutive equation for gas migration are improved on the basis of the secondary stress & deformation of coal body around boreholes in coalseam. Using this model and equation,the gas flow field belongs to the 20102 experimental zone in BaiJiao coal Mine is computed & this verifies that the model & constitutive equation are both agreeable to practical results. Simultaneously, a comparison between the variable and constant permeabilities is carried out.     

干旱胁迫下磷营养对不同作物苗期根系导水率的影响

通过控制灌水量（正常供水、中度及重度干旱胁迫）的盆栽试验，采用压力室法测定了玉米、小麦和大麦苗期的根系导水率变化,研究了在磷素控制下，旱后复水过程中根系导水率恢复能力。结果表明,不同水分状况下，根系的导水率无磷处理明显小于有磷处理，且随干旱程度的加重，下降加剧；复水过程中，前者的恢复能力显著弱于后者，     

Deterioration Model and Reliability Analysis on Concrete Material at Stress States

According to the analysis of existing test data, the stress influence coefficient and water-cement ratio influence coefficient in the existing concrete carbonation depth forecasting models are modified and improved. Based on the reliability analysis, the rule of deterioration life is presented. The analysis shows that the rate of carbonation of concrete is accelerated or restricted at the status of tensile or compressive stress, respectively. Especially with the increase of the level of tensile stress, the carbonation rate of concrete will become faster and faster. According to the results of reliability analysis, the relation between probability and reliability of the concrete deterioration is one-to-one corresponsive, meanwhile, the concrete cover thicknesses and stress levels have great influences on the durability life of concrete structures. And with the same reliability, the time of deterioration of concrete decreases with a higher stress levels and a less cover thickness.     

Reflected Wave Isotraveling Time Circle and Its Application in Inverting Jointed Rock Masses

Joints are crucial factors in rock masses engineering,so using stress waves to invert joint attitude is a valuable practice.The stress wave emitted from a vibration source is reflected by joints and returns to the ground.A formula to calculate the reflected wave travel time was deduced using analytic geometry theory.In the formula,a direct relationship was established between a joint's real dip angle,real dip direction and the travel time at test spots on the ground.The reflected wave's isotravel time circle described by the formula has a clear conception and a definite meaning.Using the program on the MATLAB platform,this formula can be applied to invert the joint attitude by searching the center of the circle based on the measured travel time at the testing spots around the wave source.     

渗透胁迫对白三叶幼苗根系离子分泌和质膜ATP酶活性的影响

用PEG－6000渗透胁迫处理,白三叶根系质膜透性升高,抗旱品种‘海发’增幅小于不抗旱品种‘瑞文德’。根系分泌物中K+、Ca2+、H+的含量变化与根系质膜透性的变化一致。水分胁迫早期,白三叶根系PM H＋-ATPase活性升高,胁迫时间延长,不抗旱品种‘瑞文德’的PM H＋-ATPase酶活性下降,但抗旱品种‘海发’的酶活性一直较高。PM Ca2+-ATPase酶的活性与PM H＋-ATPase酶表现一致。     

Analysis of Stress Intensity Factors of Cracking Tip in Asphalt Overlay

Stress intensity factor at crack tip is the basis of studying the law of crack propagating, which indicates the critical degree of tending to crack at crack tip according to numerical style. The finite element method is used to analyze the crack stress intensity factors of overlay, the influence of parameters like overlay thickness, modulus, preliminary cracking length, temperature variation, and axes loading on crack intensity factors are studied, it offers theoretical basis for anti - cracking design methods of asphalt overlays.     

Tests with Controlled Net Mean Stress Equaling Constant of an Remolded Unsaturated Loess

The disruption, yield and water content change of a remolded unsaturated loess is studied during the course of shear tests with controlled net mean stress equaling constant. Two types of density's triaxial drained shear tests with controlled net mean stress and suction equaling constants are conducted. The test results show that the disruption stress increases with suction. A new method to identify the field stress under triaxial drained shear tests with controlled net mean stress equaling constants is suggested, and the shape of loading-collapse yield curve are similar in q-s plane and in p-s plane. The soil-water characteristic curve is dependent on deviatoric stress, and the soil-water characteristic curve including water content, suction, net mean stress and deviatoric stress is proposed.