森林碳汇决策与农村可持续发展研究     

殷永元  徐伟 《亚热带资源与环境学报》2006,1(1):51-62

认为有必要在基于碳汇的土地利用和当地可持续发展之间建立一种更加明确的联系．依托一个中国-加拿大合作项目，以中国贵州省黎平县为例，阐述了一种将森林碳汇、森林资源管理以及如何促进当地可持续发展联系起来的综合评估方法，并且着重介绍了能帮助资源管理和规划部门实施这种综合评估的土地利用决策支持工具（LUDST）．  相似文献   

Study on the Fragility of Building Structures in Taiwan     

Wen-I Liao  Chin-Hsiung Loh  Keh-Chyuan Tsai 《Natural Hazards》2006,37(1-2):55-69

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大吨位基桩抗压载荷试验中的锚桩预应力保护技术     

陈雅琴  张宏光  冯忠居  谢永利 《工程地质学报》2006,14(4):531-536

竖轴向承载力是桩基础设计的重要参数,现场静载试验是目前确定桩基承载力的主要手段之一。本文依托黄陵延安段高速公路洛河特大桥试桩工程,通过对原有工程桩施加预应力,形成了以工程桩为锚桩的锚拔体系。加载过程中试桩应力、锚桩应力及桩顶位移测试,结果表明,结合预应力技术,以工程桩作为锚桩构成桩基础静载试验的锚拔体系是可行的,同时提出了施加预应力大小的原则、方法以及确保后期曾作为锚桩的工程桩有足够承载能力应采取的必要措施。  相似文献   

T形短肢剪力墙静力性能有限元仿真分析   总被引：4，自引：0，他引：4  

王建祥  苏枋  胡景龙  李青宁  于建军 《工程地质学报》2006,14(5):703-708

利用有限元分析软件ANSYS,首先采用其中三维实体单元SOLID65建立了T形短肢剪力墙有限元分析模型,从弹性到混凝土开裂直至破坏的全过程进行了仿真试验分析。分析了影响短肢剪力墙受力的几种因素:混凝土强度等级、配筋率、轴压比、墙肢截面高厚比对短肢剪力墙承载能力、变形能力及延性的影响,剖析了短肢剪力墙破坏过程及其原因。比较真实的反映了短肢剪力墙在轴压力和逐步加载侧向力共同作用下的响应。试验结果表明:增加混凝土等级和轴压比能提高试件的开裂、屈服和极限荷载,但应综合考虑其与变形能力、延性的关系。截面配筋率具有其特殊性,配筋率在1.4%1.6%之间时试件的承载能力、变形能力及延性较好。墙肢截面高厚比是不稳定因素但在高厚比为6.57.1时,延性及变形能力较强。  相似文献   

不同岩性火山岩力学性质实验研究   总被引：1，自引：0，他引：1  

李春林  刘立 《化工矿产地质》2006,28(3):129-132

黄沙坨地区位于辽河断陷盆地东部凹陷中段,古近纪沙河街组第三段沉积时期发育了巨厚的火山岩,为该区形成火山岩油气藏奠定了成藏条件。由于油层岩石的力学性质,影响着油田生产,因此,经过实验室对不同岩性的火山岩力学性质的试验测试,得到油田生产所需的相关的力学参数及相关的地质信息,为油田勘探、开发及相关的工程设计发挥重要作用。试验结果表明,粗面岩以张性破裂为主,玄武岩以剪切破裂为主。这对油田研究水力压裂裂缝形态及储层天然裂缝形态提供了重要的地质依据。软化系数的较大波动,表现出地下流体对油层岩石的环境作用。  相似文献   

新近沉积粉细砂层地基的试验与评价     

赵本肖  游占军 《中国煤田地质》2006,18(4):45-46,48

通过对邯郸市某车间地基的勘察．分析和探讨了新近沉积粉细砂地层的勘察手段、其物理力学性质，及其利用载荷试验确定承载力的标准取得了较为满意的结果，提出的一些分析方法，对新近沉积的粉细砂地层的勘察具有一定的借鉴作用。  相似文献   

皖中泥质岩工程性质探讨     

兰中平  许军才  董业才 《华东地质学院学报》2006,29(1):62-65

历来对半胶结泥质岩风化等级划分都带有许多主观性,从而影响提承载力,有的规范要求可不对半胶结岩石进行风化程度划分,但有时要对这些岩石进行工程地质细分,从而准确确定各分层的承载力与摩阻力。统计了合肥、六安、淮南、安庆地区等大量实践资料,用标准贯入击数、重型圆锥触探实验击数等原位测试手段来划分泥质岩风化等级,并对泥质岩的承载力与摩阻力等工程地质性质做出了评价。  相似文献   

我国水资源承载力研究现状及展望   总被引：1，自引：0，他引：1  

冯绍元  陈绍军  霍再林  李王成 《华东地质学院学报》2006,29(4):301-306

概要说明了我国水资源承载力的研究现状,阐述了水资源承载力的概念、内涵及影响因素,探讨了目前几种常用的水资源承载力评价方法,并对当前研究中存在的问题进行了初步分析,进而提出了我国水资源承载力的研究趋势。  相似文献   

Dynamics and interaction of organic carbon, turbidity and bacteria in a karst aquifer system   总被引：9，自引：8，他引：9  

Michiel Pronk  Nico Goldscheider  Jakob Zopfi 《Hydrogeology Journal》2006,14(4):473-484

The dynamics of organic carbon (OC), turbidity, faecal indicator bacteria and physicochemical parameters was studied in a karst system near Yverdon, Switzerland. Online measurements and sampling were done at a swallow hole draining an agricultural surface (the input), and two groups of springs (the outputs) that often show bacterial contamination. A fluorescent tracer that was injected into the swallow hole during low-flow conditions first arrived at the springs 10–12 days after injection; the total recovery rate was 29%. Previous tracer tests during high-flow conditions gave shorter travel times. After a major rainfall event, a primary turbidity peak was observed at the springs. It coincides with the rising limb of the hydrograph, indicating remobilisation of autochthonous particles from the aquifer. A secondary turbidity peak occurs several days later, suggesting the arrival of allochthonous particles from the swallow hole. Wider peaks of OC and bacteria were observed simultaneously. Applying methods from molecular microbiology (PCR-DGGE) allowed characterisation of the bacterial communities at the swallow hole and the springs. The results demonstrate that the swallow hole is an important source of groundwater contamination, while its contribution to aquifer recharge is insignificant. OC appears to be a better indicator for bacterial contamination than turbidity.  相似文献   

Reliability Based Assessment of Shallow Foundations Using Mathcad     

Ahmad Shlash Alawneh  Osama K. Nusier  Ahmed Abdul-Ezel Al-Mufty 《Geotechnical and Geological Engineering》2006,24(3):637-660

A reliability based method was used to design and analyse shallow foundations using first-order Taylor series approximation. The computer program Mathcad was used to facilitate all mathematical and computional efforts. This method is an effective tool to assist the foundation designers and analyists to investigate how reliable their designs or analyses are in relation to the ultimate bearing capacity of the foundations. The approach presented in this paper provides a reliable alternative for design and analysis of shallow foundations, rather than the conventional design methods, which employs the assumptions of a specified saftey factor. Several examples were presented for design and analysis of strip footings embedded in sandy soil, and rectangular and square footings analysis embedded in clayey soils. The program input and output of each example are also presented and discussed.  相似文献