带残留层的冷再生基层沥青路面结构力学行为研究

采用双圆垂直均布荷载模式,利用Shell设计法对带残留层的冷再生基层沥青路面结构力学响应进行分析.结果表明残留层模量、厚度直接影响再生层与残留层层底拉应力,高模量薄厚度的残留层对再生层设计是不利的.在有残留层存在时,冷再生基层沥青路面设计应考虑残留层的厚度和模量.     

泡沫沥青在就地冷再生中的应用

泡沫沥青作为一种再生剂和稳定剂应用于就地冷再生中,以其独特的技术优势和经济优势越来越引起人们的高度重视。对这项技术的应用价值、原理及工艺作了简单的论述,同时对泡沫沥青的性能进行了分析,对泡沫沥青就地冷再生的应用推广具有积极作用。     

半柔性基层路面结构研究与应用

通过理论及试验研究,将旧路冷再生深度扩展到基层,通过添加泡沫沥青、水泥等添加剂,形成半柔性材料,该材料具有较好的强度、高温稳定性、水稳性和低温抗裂性。通过对试验路跟踪调查,可知半柔性路面结构可有效抵抗车辙和反射裂缝的产生。     

沥青冷再生在310国道大修工程中的应用

明确了沥青就地冷再生的概念及乳化沥青就地冷再生技术的意义。结合该项技术在310国道大修工程中的施工实践,阐述了冷再生混合料力学性能的优越性及应用前景。     

兰州市安宁区交通组织优化探讨

文章基于兰州市安宁区交通组织现状,分析了安宁区在道路、交叉口及道路规划方面所存在的主要问题,并从宏观交通、区域交通和微观交通角度出发,探讨了安宁区交通组织优化措施。     

广东海门湾海域水文测验与分析

文章对海洋工程水文测验站位的布设、先进仪器设备的采用、数据处理与分析等进行了系统的介绍,为掌握工程附近海域海洋水文状况及海洋水文要素变化规律,为评估海洋工程对附近海域环境的影响,为数学模型研究、物理模型研究及工程设计所需基础数据提供了一个典型案例。     

浦东国际机场北通道(申江路—主进场路)新建工程主线高架桥梁现浇连续箱梁施工

浦东国际机场北通道作为中环线向东延伸线,是连接中环线和上海浦东国际机场间的快速通道。着重阐述北通道14标主线高架桥梁现浇连续箱梁的施工方法及技术保证措施,可为同类工程提供参考。     

某商用车柴油滤清器的加热器优化开发及验证

商用车燃油供给系统中的柴油滤清器作用是为发动机提供足够的、干净的柴油。在对某商用车的柴油滤清器进行台架试验时,发现其额定功率为360 W的环形加热器加热性能尚有可优化空间,因此在原有柴油滤清器的基础上针对加热器进行了优化,结果加热性能得到很大提高。对此种方案进行试验验证,说明此优化方案在提高柴油滤清器的加热性能上有很大效果。通过加装优化后的加热器,配合使用-35号柴油,优化的滤清器方案能够保证柴油滤清器在低温环境、内部0号柴油结蜡的异常情况下,使滤清器短时间内达到正常工作状态,然后切换0号柴油,滤清器内未再结蜡。     

Mesozooplankton species distribution in the NW and N Iberian shelf during spring 2004: Relationship with frontal structures

We have analysed the mesozooplankton community structure in the southern Bay of Biscay shelf and its relationship with the hydrographic conditions during spring 2004. According to thermohaline characteristics, we observed two frontal zones of distinct origin along the shelf (around 7° and 3°W), that allowed us to differentiate three different hydrographic domains. The westernmost part of the shelf (WC), defined by the presence of relatively warm and salty water related to the presence of the Iberian Poleward Current (IPC), the easternmost region (EC), characterized by colder and fresher water and subject to the influence of freshwater inputs from the Adour river in the French coast, and a region in the Central Cantabrian Sea (CC), where thermohaline characteristics were intermediate between these two extremes. The mixing layer depth (MLD) regime in these areas was also different: the WC region was characterized by a mixed water column, whereas in the EC region the river discharges produces stratification of the upper meters of the water column (< 10 m); in the CC region, we found a distinct vertical mixing regime that separated coastal (stratification) from shelf (mixed water column) stations, giving rise to a notorious across-shelf front. We found a good match between the aforesaid hydrographic regions and the distribution of mesozooplankton species composition and community assemblages: the Mantel correlation between physical variables and mesozooplankton distribution was highly significant (n = 63, r = 0.70, α < 0.001). In the WC region, the community was dominated by Paracalanus parvus, Oithona helgolandica, Acartia clausi and Clausocalanus pergens, while in the EC region the most dominant species were Noctiluca scintillans, Oncaea media and Temora longicornis. The CC region showed similar composition of copepods than the WC region, but larvaceans (Oikopleura spp. and Fritillaria spp.) were more abundant in the CC region than in the WC region. Within each zone, the relative abundances of the dominant species differed between coastal and shelf locations.     

乳化沥青冷再生混合的室内设计与性能评价研究

针对乳化沥青冷再生混合料初期易松散破坏的特点,文中提出了新的设计和性能评价方法。设计方法采用Su-perpave体积设计法,并给出合适的室内成型工艺;混合料性能的评价分两阶段:成型初期,采用修正肯塔堡飞散试验和冻融劈裂试验分别评价混合料的初期抗松散性和其中存在的水对路用性能的影响;成型后期,采用车辙、冻融劈裂、小梁弯曲来控制混合料的长期路用性能。最后,采用该方法对实际工程材料进行了验证,取得了较好的效果。