顺层边坡岩体结构稳定性分析

顺层边坡的失稳问题一直是工程地质学和岩石力学领域内极为瞩目和急待解决的问题之一。本文根据顺层边坡的地质背景及力学作用机制,抽象出了顺层边坡溃屈破坏的力学模型。利用板柱弹性稳定性理论,结合结构力学的知识,推导出了相应的计算公式。实例分析表明,利用文中的理论方法,并结合工程现场有效的量测手段,可方便、有效的判定顺层边坡的稳定性。     

离体培养植物细胞的表面与细胞粘连

对离体培养的胡萝卜（Ｄａｕｃｕｓｃａｒｏｔａ）细胞和普通烟草（Ｎｉｃｏｔｉａｎａｔａｂａｃｕｍ）细胞的表面进行了扫描电镜观察．观察表明，细胞的自由表面上有很多疣突和纤丝．疣突的大小不同、形状各异，主要含果胶质；有些细胞表面出现小坑，坑中集中有许多微小颗粒．疣突相互可融合成更大的疣突或连成桥；纤丝常与疣突结合．纤丝－纤丝的交织，纤丝－疣突的交联，及疣突－疣突的融合，在细胞壁外表面构成交织的网络．同种细胞之间及异种细胞之间均可通过纤丝、疣突的交织融合而粘连．疣突分布不均一，且与细胞的分散性有关．与疏松烟草愈伤组织比较，致密烟草愈伤组织细胞的自由表面上疣突显著较多．在分化再生时，烟草愈伤组织首先致密变绿，然后才见到芽的分化及植株再生．对疣突出现、壁物质沉积与细胞粘连、细胞分化、形态建成几者之间的关系进行了讨论．     

超塑胀形唯象力学研究综述

此文对超塑胀形唯象力学研究作了较全面系统的回顾,对各文献的研究作了相应的分类和逐一地评述,进而指出了超塑胀形唯象力学研究在理论和应用上存在的主要问题,为今后的相关研究指明了方向。     

基体表面状态对硅烷环氧杂化树脂涂层/2024铝合金间附着力影响

目的研究不同表面状态对硅烷环氧杂化树脂涂层/2024铝合金间附着力影响规律。方法结合硅烷环氧杂化树脂涂层的综合性能与实际应用情况,选取4种常见的预处理方式来改变基体表面状态,采用拉拔测试仪测试不同基体表面状态(基体表面p H值、基体表面粗糙度、基体表面能),涂层/基体间的附着力值,研究基体表面状态对该涂层/基体间附着力的影响关系。结果基体表面状体影响涂层附着力的根本原因是基体表面能、基体表面p H值和基体表面粗糙度。结论对于硅烷环氧杂化树脂涂层,其表面处理方式可用热碱清洗方法代替传统铬酸盐钝化;当硅烷环氧杂化树脂涂层喷涂厚度为30μm时,将铝合金基体表面粗糙度控制在Ra=4.75μm左右,可保证涂层有好的附着性,附着力值为8.84 MPa。     

PHB/V in Extrusion Coating of Paper and Paperboard: Part I: Study of Functional Properties

Extrusion-coating experiments were carried out in the pilot line at Tampere Univesity of Technology (Institute of Paper Converting). Typical paper and paperboard substrates were coated with commercially produced 3-hydroxybutyrate/3-hydroxyvalerate. The resulting physical properties of extrusion-coated composite structures were studied. Adhesion between PHB/V and a fiber-based substrate was rather poor, regardless of typically used pretreatments (corona and flame). On the other hand, adhesion was sufficient (mode of failure was fiber tear as the materials were separated) when the substrate was primed with an acrylic-based primer. The surface energy and polarity of PHB/V were much higher than the respective ones of LDPE. Curling of PHB/V was reduced by the addition of wax or tall oil rosin into the base polymer.     

评价爆炸超压作用的一个新指标及其在一次型FAE中的应用

利用单自由度体系在爆炸载荷作用下的动力响应的数值解,提出了一个近似关系式,进而得到一个新评价指标△P0.742m i0.258 .同时给出了一次型FAE的TNT比当量的计算方法,分别以超压峰值△Pm和△P0.742m i0.258 为评价指标计算了某一次型FAE的TNT比当量,并进行了比较.结果表明,单纯以超压峰值为评价指标的TNT比当量结果低估了一次型FAE的超压作用.鉴于爆炸超压场测试仪器与技术已能够容易地准确测量超压峰值与比冲量,建议以△P0.742m i0.258 为一次型FAE的TNT比当量的评价指标.     

爆炸荷载作用下岩石的变形与破坏研究(Ⅱ)

无论是矿山工程、隧道工程中钻孔爆破效率的提高、工程爆破领域爆破振动参数的预测,还是最近一系列高技术常规局部战争中钻地炸弹对地下坚固目标的破坏,在不考虑岩石中强爆炸引起的光子和电磁辐射等极端效应情况下,都亟待要求对岩石中爆炸引起的应力、变形及其它运动参数和破坏效应作出比较准确的评估。目前对此问题的研究尚只能达到大致的机理及景象的定性认识和描述,定量上的确定存在数量级的误差,尤其是爆炸和冲击的近区,误差更大。其原因在于岩石中爆炸产生的变形和破坏特征,不仅与作用时发生相应的物理及力学运动密切相关,而且强烈地受岩石自身构造缺陷水平及其变化的制约。本文概述了爆炸作用下岩石的动力变形与破坏研究之现状。研究中考虑了岩石的构造特点及其对基本力学性状的影响,并简述了其研究的新趋向。     

基于最大Lyapunov指数分析的尾矿坝浸润线控制混沌方法

为了改善尾矿坝浸润线状况，提出了一种控制混沌方法。该方法对时间序列叠加一个周期振动，通过最大Lyapunov指数分析，来判别叠加前后系统混沌特性的变化，进而实现控制混沌。应用这种方法，分析了银山铅锌矿尾矿坝浸润线实测数据。结果表明，叠加周期振动可以降低最大Lyapunov指数。最大Lyapunov指数的降低程度与振动周期成负相关，与振幅成正相关。采用控制混沌方法，即对尾矿排放、库水位调节、排渗、不同尾矿库的使用等措施进行周期性控制，可以提高尾矿坝安全度，实现尾矿坝科学管理。中还以防洪高度为例，具体分析了尾矿坝工程中的控制混沌，表明该方法在应用上是可行的。     

强夯振动效应研究

为了认识和评估强夯振动效应，用地震监测方法对强夯施工重锤触地产生的地震振动、地震波的传播规律进行分析研究。根据实际地震监测结果．给出了重锤触地产生的地震振动速度公式V=0.129(3√I/R)^1.64，在分析冲击振动产生机理的基础上提出了相应的振动控制措施。对强夯地震信号所做的频谱分析表明，重锤触地激发地震波的振动频率在7～30Hz，主频在15～20Hz的范围内，主频高于一般建筑物的固有频率。结果可供强夯施工及预测强夯地震振动强度做参考。     

Risk factors for motorcycle loss-of-control crashes

Objective: The present article identifies and assesses the effect of critical factors on the risk of motorcycle loss-of-control (LOC) crashes.

Method: Data come from a French project on road crashes, which include all fatal road crashes and a random sample of 1/20th of nonfatal crashes in France in 2011, based on police reports. A case–control study was carried out on a sample of 903 crashes for 444 LOC motorcycle riders (case) and 470 non-LOC and nonresponsible motorcycle riders (control). The sample was weighted due to the randomization of nonfatal crashes. Missing values were imputed using multiple imputation.

Results: Road alignment and surface conditions, human factors, and motorcycle type played important roles in motorcycle LOC crashes. Riding in a curve was associated with a 3-fold greater risk of losing control of motorcycle than riding in a straight line. Poor road adhesion significantly increased the risk of losing control; the risk increased more than 20-fold when deteriorated road adhesion was encountered unexpectedly, due to loose gravel, ice, oil, bumps, road marking, metal plates, etc. For motorcyclists, riding with a positive blood alcohol concentration (over or equal to the legal limit of 0.5 g/L) was very dangerous, often resulting in losing control. The risk of LOC crash varied for different types of motorcycle: Riders of roadsters and sports bikes were more likely to have an LOC crash greater than that of riders of basic or touring motorcycles. In addition, LOC risk increased with speed; a model using the square of the traveling speed showed better fit than one using speed itself.

Conclusion: The LOC crash factors related to riders, vehicles, and road infrastructure identified here were expected but were rarely identified and taken simultaneously into account in previous studies. They could be targeted by countermeasures to improve motorcyclist safety.