孔隙液体的可压缩性对非饱和孔隙介质弹塑性分析的影响

首先在多相孔隙介质的混合物理论框架内探讨了如何利用固-液两相孔隙介质模型描述介质的非饱和问题。其次,讨论了一个实用的描述孔隙液体可压缩性的方法,并建立了小变形条件下固-液两相孔隙介质的弹塑性本构方程。最后,采用俞茂宏统一强度理论,针对一个具体的结构例子,分析了孔隙液体的可压缩性对结构弹塑性分析的影响。     

Dynamical evolution properties of debris flows controlled by different mesh-sized flexible net barriers

Because the flexible net barrier is a gradually developed open-type debris-flow counter-measure, there are still uncertainties in its design criterion. By using several small-scale experimental flume model tests, the dynamical evolution properties of debris flows controlled by large and small mesh-sized (equal to D₉₀ and D₅₀, respectively) flexible net barriers are studied, including the debris flow behaviors, segregation, and permeability of sediments, as well as the energy absorption rates and potential overtopping occurring when debris flows impact the small mesh-sized one. Experimental results reveal that (a) two sediment deposition patterns are observed depending on variations in debris flow textures and mesh sizes; (b) the aggregation against flexible net barriers is dominated by flow dynamics; (c) the segregation and permeable functions of the barrier are determined by the mesh size, concentration, and flow dynamics; and (d) the smaller mesh-sized flexible net barrier tends to be more efficient in restraining more turbulent debris flows and can absorb greater rate of kinematic energy, and finally, the great kinematic energy dissipation that occurs when secondary debris flows interact with the post-deposits in front of the small mesh-sized flexible net barrier is believed to cause the failure of overtopping phenomenon. The mesh size is concluded to be the decisive parameter that should be associated with debris flow textures to design the control functions of flexible net barriers.     

五强溪水电站左岸船闸边坡开挖监控设计的理论与实践

五强溪水电站船闸左岸边坡，是由前震旦系的Ｐｔ１（主要为千枚状板岩）和Ｐｔ２（主要为砂岩、板岩）组成。因断层穿插，岩体破碎，边坡稳定性很差。为确保边坡在开挖施工期的安全，作者根据工程地质力学和系统科学相结合的方法，对之进行监控设计，取得了成功。     

1988年11月22日甘肃肃南5.7级地震

1.地震的基本参数及序列根据甘肃区域地震台网和全国地震台网测定,这次地震的基本参数是: 发震时刻:1988年11月22日01时46分1.7秒; 震中位置:北纬38°35′,东经99°32′,即肃南县城以南的祁连山中;     

对GPS接收机测试评估的探讨

随着GPS的广泛应用和GPS产业的迅速发展，GPS厂家众多，生产的接收机类型更是数以百计，整个GPS接收机市场可以说是鱼目混珠，识别困难；大多数购买者只能听信厂家的技术指标，如何对GPS接收机的性能进行测试评估的意义显得很重要，本文基于此对GPS接收机测试评估展开探讨和研究。     

廊道型乡村旅游地农户生计资本评价与空间格局特征——以大别山国家风景道为例

以大别山国家风景道为例,借鉴DFID可持续生计分析框架,构建农户生计评价指标体系,分析廊道型乡村旅游地农户生计资本的空间特征及影响因素.研究发现:①大别山旅游廊道内自然资本等有形生计资本权重较高,社会资本等无形生计资本权重较低.②农户生计资本具有较为明显的空间分布不均衡的特征,各乡镇以及乡镇内各村的农户生计资本水平也存...     

历史时期中国重大自然灾害时空分异特征(英文)

Based on historical documents and records this paper analyzes the characteristics of frequency and distribution of major disasters that took place in the history of China. The findings show that occurrences of different types of disasters varied and spatial pattern at provincial level are significantly different as well. The results also indicate that there is a strong relationship between type of disasters and spatial distribution and that the spatial pattern of losses was not the same as that of the frequency. The reasons are: (1) the hazard-formative environments which, to a large extent, determine the spatial pattern of the disasters are significantly different; (2) the losses caused by natural disasters were closely related to the concentration of economy and population. Number of deaths was usually large in areas where agriculture, culture and business were relatively developed. The spatial pattern of disaster losses is an evitable result of uneven economic development in the history of China.     

微型桩结合灰土桩在黄土地区纠倾加固工程中的应用

黄土地区高层建筑纠倾加固的工程实例研究目前较少,虽然既有地基基础加固措施很多,但是它们在黄土地区的应用有一定局限性。文章在工程实践基础上,将微型桩与灰土桩两种结构有机地结合在一起,对该加固结构的布置形式、施工工艺、技术要求等方面进行了研究;充分发挥各自优点,提高微型桩承载力,控制建筑沉降。通过纠倾加固工程实例,对微型桩结合灰土桩的加固效果进行研究,结果显示加固建筑从纠倾结束到沉降稳定,最大沉降量仅5.6 mm,表明微型桩结合灰土桩在黄土地区高层建筑加固工程中加固效果良好,可为相似工程提供借鉴经验。     

渤海湾盆地南堡凹陷南部深层沙一段优质碎屑岩储层特征及成因机制

利用岩芯、薄片、扫描电镜和分析化验等资料,对南堡凹陷南部深层古近系沙一段（沙河街组一段）优质碎屑岩储层特征进行了分析并揭示其成因机制。研究表明：①南堡凹陷南部沙一段优质碎屑岩储层属于低孔中渗储层,发育原生孔隙、次生孔隙和微裂缝;②沙一段沉积期处于强水动力沉积环境,辫状河三角洲前缘水下分流河道砂体普遍发育,岩性主要为中粗砂岩、含砾砂岩和砂砾岩等粗岩性,岩石类型主要为岩屑长石砂岩,石英、岩浆岩岩屑等刚性组分含量高,储层在强压实作用下仍保留了局部原生残余粒间孔,部分刚性组分强压条件下形成微裂缝;③沙一段与东三段为区域不整合接触,大气水的酸性流体在成岩初期以及烃源岩成熟之后产生的有机酸在成岩后期通过油源断裂和不整合面进入储层,造成长石、易溶碎屑等组分溶蚀形成次生孔隙,溶蚀作用不仅增加孔隙空间,而且扩大喉道宽度。结论认为：粗岩性和高刚性颗粒含量为原生孔隙的保存提供了物质基础;油源断层、不整合面为酸性流体的进入提供路径,促进了次生孔隙发育。     

1873～1996年东亚冬、夏季风强度指数及其主要特征

用1873～1996/1997年资料,延长计算了东亚冬夏季风强度指数,研究了指数的年际及年代际变化的主要特征。指出该指数与我国的冬、夏季天气的年际变化、年代际变化关系密切。还指出,该指数与印度季风强度正相关,并且能解释季风的准两年振荡。