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81.
基于可靠度理论的滑坡稳定性及其影响因素分析   总被引:6,自引:1,他引:6  
尹小涛  王水林 《岩土力学》2008,29(6):1551-1556
基于可靠度理论,利用Morgenstern-Price法、Ordinary法、Bishop法和Janbu法等4类极限平衡方法对台州市北水南调工程朱溪引水段Ⅷ号滑坡的稳定性进行了分析,设计了最不利组合、最有利组合、平均值组合的确定性分析方案,目的是为可靠度计算结果提供对比基准;设计了Monte-Carlo循环次数为5 000,50 000,500 000,5 000 000次等4种计算工况,岩土参数的概率分布函数为正态分布、三角形分布和均匀分布等3种情况,方差等于0.5,1.0,2.0,3.0,4.0,5.0倍初始实验方差等6种计算方案,岩土参数间相关性在-1.0~1.0间按0.25等幅变化的9种情况。研究发现,循环次数仅对安全系极值有较大影响,对可靠度指标影响不大;分布函数和数据离散性均会对结果精度造成影响;参数相关性仅对失效概率造成较大影响。  相似文献   
82.
An in vivo three-dimensional fluorescence method for the determination of algae community structure was developed by parallel factor analysis(PARAFAC) and CHEMTAX. The PARAFAC model was applied to fluorescence excitation-emission matrix(EEM) of 60 algae species belonging to five divisions and 11 fluorescent components were identified according to the residual sum of squares and specificity of the composition profiles of fluorescent. By the 11 fluorescent components, the algae species at different growth stages were classified correctly at the division level using Bayesian discriminant analysis(BDA). Then the reference fluorescent component ratio matrix was constructed for CHEMTAX, and the EEM–PARAFAC–CHEMTAX method was developed to differentiate algae taxonomic groups. The correct discrimination ratios(CDRs) when the fluorometric method was used for single-species samples were 100% at the division level, except for Bacillariophyta with a CDR of 95.6%. The CDRs for the mixtures were above 94.0% for the dominant algae species and above 87.0% for the subdominant algae species. However, the CDRs of the subdominant algae species were too low to be unreliable when the relative abundance estimated was less than 15.0%. The fluorometric method was tested using the samples from the Jiaozhou Bay and the mesocosm experiments in the Xiaomai Island Bay in August 2007. The discrimination results of the dominant algae groups agreed with microscopy cell counts, as well as the subdominant algae groups of which the estimated relative abundance was above 15.0%. This technique would be of great aid when low-cost and rapid analysis is needed for samples in a large batch. The fluorometric technique has the ability to correctly identify dominant species with proper abundance both in vivo and in situ.  相似文献   
83.
In recent years, more and more studies are focused on the performance in seismic design instead of the strength of structures. People have realized that the structure deformation (displacement) can describe the damage more properly and directly than the strength (force). The displacement design spectra need to be constructed within more wide range of the period and the damping for the displacement-based seismic design.  相似文献   
84.
董岩翔  郑文 《贵州地质》2005,22(3):165-170
本文以浙江省北部地区205件碱性土壤采用两种浸提方法取得的重金属可浸提量数据为依据,研究了不同浸提方法元素浸提量差异性及其关系,为农业地质环境研究中土壤元素浸提方法的选择及不同浸提方法取得的数据资料的处理与对比提供了技术方法.以105件典型土壤样的土壤类型、土壤理化指标及全量、有效量资料为依据,研究了土壤元素有效量、有效度的影响因素.其成果是环境评价、地球化学灾害预测与防治、合理肥施的科学依据.  相似文献   
85.
大窑湾疏浚物倾倒区环境调查研究   总被引:2,自引:1,他引:2  
本文以1989年8月调查资料为基础,论述了大窑湾疏浚物倾倒区的水化学要素(pH、盐度、DO、COD、浊度)、营养盐(NO_2-N、NO_3-N、NH_4-N、PO_4-P、SiO_3-Si)和重金属(Cu、Zn、Pb、Cd)等污染物分布特征;分析了水质、底质的环境状况及潮流的影响。从环境地球化学观点探讨了该疏浚物倾倒区选择的科学性。  相似文献   
86.
High-frequency (≥2 Hz) Rayleigh wave phase velocities can be inverted to shear (S)-wave velocities for a layered earth model up to 30 m below the ground surface in many settings. Given S-wave velocity (VS), compressional (P)-wave velocity (VP), and Rayleigh wave phase velocities, it is feasible to solve for P-wave quality factor QP and S-wave quality factor QS in a layered earth model by inverting Rayleigh wave attenuation coefficients. Model results demonstrate the plausibility of inverting QS from Rayleigh wave attenuation coefficients. Contributions to the Rayleigh wave attenuation coefficients from QP cannot be ignored when Vs/VP reaches 0.45, which is not uncommon in near-surface settings. It is possible to invert QP from Rayleigh wave attenuation coefficients in some geological setting, a concept that differs from the common perception that Rayleigh wave attenuation coefficients are always far less sensitive to QP than to QS. Sixty-channel surface wave data were acquired in an Arizona desert. For a 10-layer model with a thickness of over 20 m, the data were first inverted to obtain S-wave velocities by the multichannel analysis of surface waves (MASW) method and then quality factors were determined by inverting attenuation coefficients.  相似文献   
87.
Impact studies of catchment management in the developing world rarely include detailed hydrological components. Here, changes in the hydrological response of a 200‐ha catchment in north Ethiopia are investigated. The management included various soil and water conservation measures such as the construction of dry masonry stone bunds and check dams, the abandonment of post‐harvest grazing, and the establishment of woody vegetation. Measurements at the catchment outlet indicated a runoff depth of 5 mm or a runoff coefficient (RC) of 1·6% in the rainy season of 2006. Combined with runoff measurements at plot scale, this allowed calculating the runoff curve number (CN) for various land uses and land management techniques. The pre‐implementation runoff depth was then predicted using the CN values and a ponding adjustment factor, representing the abstraction of runoff induced by the 242 check dams in gullies. Using the 2006 rainfall depths, the runoff depth for the 2000 land management situation was predicted to be 26·5 mm (RC = 8%), in line with current RCs of nearby catchments. Monitoring of the ground water level indicated a rise after catchment management. The yearly rise in water table after the onset of the rains (ΔT) relative to the water surplus (WS) over the same period increased between 2002–2003 (ΔT/WS = 3·4) and 2006 (ΔT/WS >11·1). Emerging wells and irrigation are other indicators for improved water supply in the managed catchment. Cropped fields in the gullies indicate that farmers are less frightened for the destructive effects of flash floods. Due to increased soil water content, the crop growing period is prolonged. It can be concluded that this catchment management has resulted in a higher infiltration rate and a reduction of direct runoff volume by 81% which has had a positive influence on the catchment water balance. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   
88.
甘肃花草滩煤矿区沉积相演化与内部构造的地质意义探讨   总被引:1,自引:0,他引:1  
花草滩煤矿区地处北祁连褶皱带中段北侧,酒东盆地东端。古生界和中生界地层在区内发育较完整,其中石炭系太原组为含煤地层。经二、三维地震勘探、钻探等工作证实矿床总体上受单斜构造控制。石炭纪中期盆地呈逐渐上升趋势,沉积相演化经历了由海相逐渐过渡到海陆交汇相,再到陆相沉积的阶段。F5和F8断层具顺层断裂特征,破坏煤层的连续性,在一定程度上控制了瓦斯突出区的分带,可作为煤矿瓦斯含量高低的分界标志。  相似文献   
89.
分析了四川省巴塘县夏塞银铅锌矿区域成矿地质背景和探矿地质特征,指出区内NW向构造为导矿构造,矿体的产出严格受NNW向平行断裂系统控制,研究结果表明,富矿体在NNW向断裂中按一定间距连续出现,并在NNW向断裂伴生的次级构造中集中产出。  相似文献   
90.
陕西省镇安县金龙山金矿带控矿因素与找矿方向分析   总被引:1,自引:0,他引:1  
王伟峰 《地质与勘探》2010,46(Z1):1256-1262
[摘要]金龙山金矿床主要赋矿地层为中泥盆统杨岭沟组的中厚层灰岩,上泥盆统南羊山组的粉砂质(钙质)页岩夹中薄层灰岩,下石炭统袁家沟组的薄-中厚层灰岩、粉砂质灰岩。已知矿化体见于多个层位的多种岩性岩石中。有利岩性对金矿化具有控制作用。金龙山矿区存在着明显的褶皱剪切带,控制了以金、汞锑成矿带。由于受南北向构造的影响,本区存在着“东西成行,南北成列冶区域矿产的分布特点。北东、北西断裂在有利岩性部位交汇形成的“米冶、“V冶,正是由于多组断裂的交汇形成了成矿热液的通道,当这些透入性破裂构造发育在有利含矿岩层的剪切带上时,破碎岩石可直接构成工业矿体。我们得出的金龙山金矿成矿热液来源于深部、向上运移中不断演化的混合热液,在有利的岩性与构造成矿观点,在南秦岭沉积岩区金矿勘查领域可扩展许多地区,浸染状矿化有可能发现于除南羊山组之外的四峡口、杨岭沟、冷水河、西口组,镇板断裂北侧的九里坪组、铁厂铺组等钙泥质粉砂岩层中;脉型矿化可能发育于除袁家沟组、冷水河组之外的二叠系、三叠系的界河组、九里坪群灰岩中。  相似文献   
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