山西地震带中与强震活动有关的两种滑坡

本文以滑波理论为依据，总结了山西地震带的两种不同特点的滑坡。即：振荡式滑坡及触发式滑坡。虽然两种滑坡都可分为变形、解体、滑动、毁灭等四个阶段，但其动力不同。振荡式滑波的滑动面倾角小，因而滑力来源于强震振动，而触发式滑坡的滑动面倾角大，因而滑力来自滑体本身静荷载。对两种滑坡的研究对预防及减轻强震带来的次生灾害有重要的意义。     

云南省典型涝夏特点及其与相关因子的关系分析

利用云南省125个气象站1961－1998年6－8月降水量资料，确定典型涝夏年，分析发生特点，并讨论其与大气环流、ENSO事件、青藏高原积雪变化及太阳黑子相对数等因子的关系，以期为云南省夏季降水趋势预测提供有意义的指示因子。     

地理空间关系描述与集成推理

地理要素的空间关系在GIS空间数据建模、空间分析、地图自动综合等方面起着重要的作用,研究如何快速判断要素间空间关系是否发生变化,从而有效维护空间关系具有重要的科学意义.本文对目前现有的有关地理空间关系描述及其集成推理的研究成果进行了综合分析与分类,分析了它们的适应性与特点,并就本研究方向存在的问题和今后需要解决的问题提出了一些看法和思路.     

从汞异常讨论阳江——从化断裂的活动性及对孕震的影响

根据区域重砂普查圈定的辰砂分散晕和跨断层剖面壤中气汞测量结果，联系已有地震资料，讨论了阳江－－从化断裂带的活动性及汞异常与地震活动的关系。认为：沿断裂 带群集的汞民中以作为活动断裂的判别标志之一；汞沿断裂裂隙向上运移系促使断裂活动的动力因素之一；汞异常段之间的相对低值区或其外侧系地震活动的主要场所。     

Gendered spaces - socio-spatial relations of self-employed women in craft production,Orissa, India

The present article concerns female self-employment in craft production in Orissa, India. Although industrial policies in India have attempted to address some of the socio-economic problems in local craft production through cooperative societies and subsidies, issues of the division of labour, factors of production and the processes of constructing individual gender identity are embedded in the gender structure and remain invisible to the new social order. Socio-spatial relations of gendered spaces are also deeply embedded in the traditional Brahmanical social order. The analysis is based on the individual story of one female businesswoman. The significance of the individual narrative is discussed with reference to feminist geographies and the self-reflexivity of the researchers. The story of Mami is about her struggle to become a successful businesswoman, and highlights the interrelationship between her actions, her perceptions of work and the socio-economic spaces that she has to relate to. Her story reveals that self-employed women can act as role models for other women and contribute to increasing their power in local and place-bound situations.     

Seismic performance of bar-mat reinforced-soil retaining wall: Shaking table testing versus numerical analysis with modified kinematic hardening constitutive model

Reinforced-soil retaining structures possess inherent flexibility, and are believed to be insensitive to earthquake shaking. In fact, several such structures have successfully survived destructive earthquakes (Northridge 1994, Kobe 1995, Kocaeli 1999, and Chi-Chi 1999). This paper investigates experimentally and theoretically the seismic performance of a typical bar-mat retaining wall. First, a series of reduced-scale shaking table tests are conducted, using a variety of seismic excitations (real records and artificial multi-cycle motions). Then, the problem is analyzed numerically employing the finite element method. A modified kinematic hardening constitutive model is developed and encoded in ABAQUS through a user-defined subroutine. After calibrating the model parameters through laboratory element testing, the retaining walls are analyzed at model scale, assuming model parameters appropriate for very small confining pressures. After validating the numerical analysis through comparisons with shaking table test results, the problem is re-analyzed at prototype scale assuming model parameters for standard confining pressures. The results of shaking table testing are thus indirectly “converted” (extrapolated) to real scale. It is shown that: (a) for medium intensity motions (typical of M_s≈6 earthquakes) the response is “quasi-elastic”, and the permanent lateral displacement in reality could not exceed a few centimeters; (b) for larger intensity motions (typical of M_s≈6.5–7 earthquakes) bearing the effects of forward rupture directivity or having a large number of strong motion cycles, plastic deformation accumulates and the permanent displacement is of the order of 10–15 cm (at prototype scale); and (c) a large number of strong motion cycles (N>30) of unrealistically large amplitude (A=1.0 g) is required to activate a failure wedge behind the region of reinforced soil. Overall, the performance of the bar-mat reinforced-soil walls investigated in this paper is totally acceptable for realistic levels of seismic excitation.     

汶川地震滑坡与地震参数及地质地貌因素之间的相关关系

在对汶川地震诱发的典型滑坡进行野外调查和相关资料收集、分析和整理的基础上,对汶川地震滑坡与地震参数及坡度、岩土体特性等地质地貌因素之间的相关关系进行了统计分析。结果表明: (1)汶川地震滑坡主要发生在Ⅶ～Ⅺ烈度区, Ⅵ度及以下烈度区中发生的滑坡较少; (2)汶川地震滑坡主要发生在距震中300km的范围内,且距震中200km的范围内滑坡分布最为集中; (3)汶川地震滑坡的易发斜坡坡度为30～50,其中30～40是汶川地震滑坡发育最为敏感的坡度; (4)汶川地震滑坡主要发生在600～1500m的高程范围内,在600～1000m高程范围内的中低山和丘陵区滑坡分布最为集中; (5)砂泥岩、板岩、片岩、千枚岩等软岩类和土质类岩性是汶川地震滑坡的易发岩性,其次是软硬岩组合类,在统计的47个典型滑坡中,花岗岩、碳酸盐岩等硬岩类中发生的滑坡最少,而且由汶川地震直接导致复活的老滑坡也比较少。     

二十一世纪亚太地区的经济发展与东北亚区域经济合作

本文论述了亚太地区国际政治经济关系发展的趋势，分析了亚太地区跨国经济合作的历史进程，阐明了东北亚经济地域结构的基本特点与区域经济合作的变化态势。     

An International Relations perspective on the global politics of carbon dioxide capture and storage

With the publication of the IPCC Special Report on Carbon dioxide Capture and Storage (CCS), CCS has emerged as a focal issue in international climate diplomacy and energy collaboration. This paper has two goals. The first goal is to map CCS activities in and among various types of intergovernmental organisations; the second goal is to apply International Relations (IR) theories to explain the growing diversity, overlap and fragmentation of international organisations dealing with CCS. Which international organisations embrace CCS, and which refrain from discussing it at all? What role do these institutions play in bringing CCS forward? Why is international collaboration on CCS so fragmented and weak? We utilise realism, liberal institutionalism and constructivism to provide three different interpretations of the complex global landscape of CCS governance in the context of the similarly complicated architecture of global climate policy. A realist account of CCS's fragmented international politics is power driven. International fossil fuel and energy organisations, dominated by major emitter states, take an active role in CCS. An interest-based approach, such as liberal institutionalism, claims that CCS is part of a “regime complex” rather than an integrated, hierarchical, comprehensive and international regime. Such a regime complex is exemplified by the plethora of international organisations with a role in CCS. Finally, constructivism moves beyond material and interest-based interpretations of the evolution of the institutionally fragmented architecture of global CCS governance. The 2005 IPCC Special Report on CCS demonstrates the pivotal role that ideas, norms and scientific knowledge have played in transforming the preferences of the international climate-change policy community.     

Governance and territoriality in Norwegian fisheries

This paper focuses on the informal and institutional governance structures that are embedded within local production systems in Norwegian fisheries. Important issues concern the regional distribution of fish landings resulting from the tendency in some regional production systems to use large fishing vessels, and the negative consequences of this for peripheral regions and inshore fisheries. The influence of powerful central production systems is considered in terms of territorial dominance over fishing grounds.