煤矸石做道路基层材料的应用分析

煤矸石混合料做道路基层材料，在强度、冻稳性和抗温缩防裂性能上，均能满足多种等级公路的规范要求，而且有些混合料的性能还优于常用的基层材料。因此，煤矸石做道路基层材料具有广泛的推广价值。     

矿渣微粉对混凝土抗冻融耐久性的影响

试验研究了矿渣微粉对混凝土强度和抗冻性能的影响.结果表明,同基准混凝土相比,掺入20%～50%比表面积为475m2/kg的矿渣微粉,可以明显提高混凝土的后期强度,并降低冻融循环后重量和动弹性模量的损失率.这说明矿渣微粉对混凝土具有显著的增强作用,并对混凝土的抗冻性能具有很好的改善作用.     

一类化学反应的振荡性

本文讨论化学反应A+B→2B,B→C中有逆反应时,其对应的数学模型,给出了存在唯一极限环的条件,并考虑了其何时产生强迫振荡。     

Engineering geological properties of Miocene hard clays along the middle line of the North–South Diversion Water Project in China

Miocene hard clays are widely distributed in eastern China and are associated with extensive damage to engineering structures. This paper presents the engineering geological properties of Miocene hard clays along the middle line of the North–South Diversion Water Project (NSDWP), including areas of the Nanyang Basin as well as the Fangcheng-Baofeng and Handan-Yongnian regions. Results of laboratory testing show that beneath the weathering zone the Miocene hard clays have similar engineering geological properties, including a high clay fraction with significant montmorillonite, high physico-chemical activity, high water content and high to very high shrink/swell. The effects of wetting and drying cycles on the swelling potential of the hard clays are summarized and attention drawn to the importance of these when considering excavation and construction.

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Computer-Integrated System for Estimating the Costs of Building Projects

The cost estimate is considered one of the most important and critical phases of a construction project. Preparing reliable and accurate estimates to help decision makers is the most challenging assignment that cost engineers and estimators face. For decades, practitioners in the construction industry focused only on estimating the initial cost of a facility, neglecting costs associated with operating and maintaining it. Today, more interest lies in investigating the economics of facility management, which include the cost of owning and operating a building over its useful life. This paper presents a methodology that can be used for an integrated conceptual cost estimating and life-cycle cost analysis for construction projects during their initial phase. The methodology describes the development and implementation of a system that automates the preparation of parametric cost estimates and forecasts future running costs of building projects. The system integrates relational databases, a parametric cost estimate module, an AutoCAD module, a global module, a cost estimate forecasting and decision support system module, and a life cycle costing and sensitivity analysis module. The system will automatically generate a new parametric estimate upon any modification in building design. Once the capital costs are identified, the system forecasts the cost of running and maintaining the new building throughout its expected service life. After assigning the range of deviation, a sensitivity analysis is conducted, which identifies the most sensitive parameters for further consideration and analysis. Designing the system in a user-friendly environment allows owners and decision makers to envision the feasibility of new building projects within their anticipated life cycles. Moreover, it assists architects and cost engineers in generating parametric cost estimates in a dynamic environment. A numerical case example is presented to illustrate the usefulness and capabilities of the developed system.     

FRP筋酸碱盐介质腐蚀与冻融耐久性试验研究

对自制的FRP筋产品进行酸碱盐介质腐蚀与冻融耐久性性能的试验研究。先将碳纤维筋和玻璃纤维筋在酸碱盐介质中分别浸渍4周和8周；再将碳纤维筋和玻璃纤维筋进行50—300次的冻融循环，得到了酸碱盐介质腐蚀与冻融循环对FRP筋拉伸强度和弹性模量的性能退化影响量。试验表明：除了碱性环境外，玻璃纤维筋具有很好的耐酸盐介质腐蚀与冻融的性能，碳纤维筋具有更好的耐酸盐介质腐蚀与冻融的性能，同时还具有很好的耐碱性。     

冻融疲劳作用下LHFRC损伤演变规律

为了研究层布式混杂纤维混凝土（LHFRC）在冻融疲劳作用下的损伤演变规律，提出了混凝土抗冻劣化的损伤演变数学模型，同时进行了普通混凝土（OC）与层布式混杂纤维混凝土的冻融试验，并在试验的基础上，回归出它们的冻融损伤演变方程。结果表明，LHFRC和OC的初劣点值相同，且在劣化初始阶段具体相同的损伤演变方程；在劣化扩展阶段，LHFRC和OC均具有幂函数形式的损伤演变方程，但LHFRF损伤变量小于同期的OC，钢纤维和聚丙烯纤维有效地抑制了其内部损伤发展。     

An energetic control based on limit cycles for stabilization of fast legged robots

Control of legged robots with fast gaits is addressed in this paper. These kind of systems interact intermittently with the environment. We propose a viable approach for the control of hopping gaits for legged robots. This control approach is based on controlled limit cycles (CLC) for stabilization of fast gaits (closed orbits) for legged robots. The designed control system generates the desired trajectories (on-line) and control inputs. Robustness of the proposed control with respect to parameter variation and disturbance is illustrated by numerical simulations. Viable definitions of gaits and their admissibility are introduced.     

冻融循环作用下强氯盐渍土强度变化规律研究

为了研究冻融循环作用对强氯盐渍土不固结不排水抗剪强度的影响,选取罗布泊地区强氯天然盐渍土,分别配制2种不同干密度的试样,在不同冻融循环次数下进行三轴不固结不排水剪切试验,考察罗布泊强氯盐渍土不固结不排水抗剪强度随冻融循环次数的变化关系。结果表明:不同干密度的强氯盐渍土试样在0~7次冻融循环内粘聚力cu均随着冻融次数的增加而降低,并且最大干密度的试样粘聚力降低的幅度较大,内摩擦角φu略有增加但变化不大;相同的冻融循环次数下,干密度较大的试样较干密度小的试样抗剪强度参数cu、φu大。含盐类别及含盐量的不同是盐渍土在不同冻融循环次数下抗剪强度呈现不同变化的根本原因。     

Limit cycles induced in type-1 linear systems with PID-type of relay feedback

This article investigates the limit cycles within type-1 linear systems under PID-type of relay feedback. The problem is generalised from the identification of friction models of servo mechanical systems via limit-cycle experiments under dual-channel relay feedback. Locations of limit cycles are given so that the exact durations between two consecutive switchings of relays can be determined via numerical computation. After this, local stability of limit cycles can be checked via the Jacobian of Poincaré map. Examples are analysed using proposed theorems.