渝怀线古城南平山山体滑坡的防治措施研究

本文对于渝怀线古城南平山路堑边坡所发育山体滑坡形成的地貌条件、岩石条件、构造条件、气候条件以及施工技术条件进行了初步的分析与研究 ,根据先期发生的小型山体滑坡 ,从地质学的角度进行了研究 ,并结合现场的实际情况 ,综合对比了几种治理措施的优劣 ,提出了较好的治理方案。     

Cultural Models of the Coast in Australia: Toward Sustainability

Cultural models of the coast affect—and are affected by—our marine ethics, frameworks for coastal ownership, and management practices. The coast can be seen as an ecosystem with intrinsic values, a commodity that can be bought and sold, a community place where people meet, a landscape with aesthetic appeal, a productive system that generates profits, a property to be managed, or a spiritual realm that relates to proper order and reverence. Each of these cultural constructions interacts with the others and this can create conflicts over rights and responsibilities. Each construction has implications for who should manage the coast, to what ends, and by what means. This article explores the negative and positive implications of seven cultural models to the Australian coast and makes suggestions about the value of Australian Indigenous and sustainability perspectives to a durable human relationship with the coast. Examples are drawn from recent coastal developments in Australia, such as Native Title debates, the marine protected area process, and Coastcare.     

江苏沿海实测波浪谱在SWAN中的应用

采用CCMP提供的寒潮大风天气风场数据,分别运用实测波浪谱和JONSWAP谱的SWAN模型对江苏沿海北部波浪场进行模拟,发现采用实测谱的计算结果与实测值更接近,模拟出的波高随时间变化过程更吻合。应用实测谱对工程区域进行波浪场推算,得到了合理的结果。     

黄骅港综合港区起步工程中几个关键问题研究

在粉沙质海岸建港技术相关研究成果的基础上,分别研究了港区总体布置形式、航道布置、与煤炭港区航道的相互影响和防波挡沙堤主尺度等问题。综合港区总体采用近岸填筑加防波挡沙堤布置模式,新建航道与煤炭港区外航道平行,两航道在泥沙淤积方面有相互掩护作用。起步工程实施效果证明在粉沙质海岸建设大型综合性港口是可行的。     

海西核心区与经济腹地协同发展研究

以海峡西岸经济区20个地区为研究对象,分析了海峡西岸经济区核心区与经济腹地的经济发展差异现状,总结了影响海峡西岸经济区区域经济协同发展的主要因素,包括核心城市辐射带动能力不足,政府部门政策协同程度不高.研究认为,海峡西岸经济区建设应该走多中心共生协同发展道路.同时,各地区应该因地制宜,实现差异化道路发展,形成核心区与经...     

淤泥质海岸天津港工程泥沙治理与功效

天津港座落在典型的淤泥质海岸上,曾经是一个世界闻名的严重淤积港口,泥沙问题一度制约了港口的发展。通过长期的测验研究,掌握了水动力和泥沙的基本运动规律,提出了一系列的治理措施和半经验半理论公式,在工程建设中取得了很好的成效,使天津港逐渐发展成为今天的一个国际化、轻淤积、深水大港。     

某港重力式码头结构型式比选与造价分析

针对岩基海岸某港10万t级散货泊位的重力式码头结构,进行沉箱和方块2种结构型式方案的技术经济比较和造价分析.比选分析结果表明,随着水深的增加、码头结构断面加大,方块与沉箱相比其整体性不足的缺点越发凸显,本工程重力式码头选用沉箱结构型式更为合理.     

渤海海峡以西海域山东沿海公共航路的规划方案

在对渤海海峡以西海域山东沿海船舶交通流和所发生海事的调查研究的基础上,对海域通航环境进行分析,揭示渤海海峡以西海域山东沿海主要交通流模式和交通环境特征,结合IMO<船舶定线制的一般规定>,对渤海海峡以西海域山东沿海公共航路进行规划设计.新规划方案的提出对促进海上交通安全和海域经济协调发展具有重要的现实意义.     

浅谈公路滑坡中抗滑桩加固施工特点

在高速公路中,挖孔抗滑桩是高边坡防护、滑坡治理普遍采用的形式,但由于挖孔抗滑桩是在特殊工程背景下,它的施工措施自有其特殊的地方,现本文浅谈一点看法。     

On the morphological long-term development of dumped material in a low-energetic environment close to the German Baltic coast

The development of the bed bathymetry of an experimental dumping area was followed over three-and-a-half years by means of multibeam echosounder techniques. Two types of material were discharged in the bight of Mecklenburg in the Baltic Sea in approximately 20 m of water depth. One set of the discharges was 2900 m³ of glacial till and the other set was a 2400 m³ mixture of glacial till, sand and minor amounts of cohesive matter. Only approximately 2500 m³ (86%) of the glacial till and 1500 m³ (63%) of the mixed soil materials were deposited on the seabed. This means that already during the dumping process a considerable part of the sediment material drifted away. The glacial till formed crater-like rings of 30 m diameter with peaks up to 1.4 m above seabed, whereas the spatial structure of the mixed soil material was somewhat more diffuse, but with similar magnitudes in the peaks and troughs.The morphological changes were small and their quantification required a high measuring precision in the order of few cm in the vertical. The dominant processes of surface deformation was flattening of peaks and filling of troughs. The speed of this process decreased with horizontal scale: structures of less than 4 m horizontal extension had a trend to disappear within less than five years, whereas structures of larger than 8 m extension showed little change and are estimated to remain detectable for many decades. In contrast to the reworking of the matter inside the dumping structures, no net transport of material out of the dumping area could be detected. Extrapolating the observed morphological changes into the future it is estimated that without significant decrease in internal shear strength of the disposed till the structures will persist for at least 70 years. This can be attributed to the high internal stability of the dumped glacial till and the low hydrodynamic forces present at the seabed in this region.