基于FLAC^3D的某碎石土边坡地震反应分析

基于完全非线性的动力分析方法,利用FLAC3D软件对西南某碎石土边坡在地震下的稳定性进行分析。分析表明：地震作用下,边坡坡面的水平向永久位移最大,并由坡面向坡内逐渐减小;边坡的加速度时程与场地输入的PGA相比均有一定程度的放大;在边坡上随着高程的增加,水平方向向坡外的位移大小变化受边坡结构面的控制影响较大。研究结果有助于进一步探讨复杂边坡地震下的失稳机制。     

Associations of fish with various types of littoral habitats in reservoirs

Fish associations with different types of littoral habitats were studied in four canyon‐shaped reservoirs in the Czech Republic in years 2010 and 2011 by gillnets. Two to three habitats per reservoir–beaches (former meadows), stump fields (former forest) and rubble slopes–were defined and sampled along the longitudinal axis of reservoirs. Effects of reservoir, habitat and locality (position along longitudinal axis) on fish biomass, abundance and species structure were tested for juvenile and adult fish separately. Hierarchical analysis of variance revealed that habitats differed significantly in fish biomass and abundance. Redundancy analysis showed that analysed environmental variables had significant influence on fish community structure. Most variability in community structure was explained by reservoir and then by combination of habitat and slope steepness. Locality position had the smallest influence on community structure. For both adult and juvenile fish total abundance and biomass, the most inhabited habitat was beaches; rubble slopes were the least inhabited. Habitat associations differed among species. Among adults, bream Abramis brama, white bream Blicca bjoerkna and roach Rutilus rutilus were associated with beaches and stump fields, whereas perch Perca fluviatilis, ruffe Gymnocephalus cernuus, asp Aspius aspius and pike Esox lucius were associated with rubble slopes. Bream, white bream, bleak Alburnus alburnus, roach, ruffe and pikeperch Sander lucioperca were associated with beaches among juveniles, whereas the only juvenile associated with rubble slopes was perch. We showed that most common species are associated with distinct habitats and also that utilisation of various littoral habitats differs in general.     

Modelling soil erodibility in mountain rangelands of southern Kyrgyzstan

Soil erosion in mountain rangelands in Kyrgyzstan is an emerging problem due to vegetation loss caused by overgrazing. It is further exacerbated by mountain terrain and high precipitation values in Fergana range in the south of Kyrgyzstan. The main objective of this study was to map soil erodibility in the mountainous rangelands of Kyrgyzstan. The results of this effort are expected to contribute to the development of soil erodibility modelling approaches for mountainous areas. In this study, we mapped soil erodibility at two sites, both representing grazing rangelands in the mountains of Kyrgyzstan and having potentially different levels of grazing pressure. We collected a total of 232 soil samples evenly distributed in geographical space and feature space. Then we analyzed the samples in laboratory for grain size distribution and calculated soil erodibility values from these data using the Revised Universal Soil Loss Equation (RUSLE) K-factor formula. After that, we derived different terrain indices and ratios of frequency bands from ASTER GDEM and LANDSAT images to use as auxiliary data because they are among the main soil forming factors and widely used for prediction of various soil properties. Soil erodibility was significantly correlated with channel network base level (geographically extrapolated altitude of water channels), remotely sensed indices of short-wave infrared spectral bands, exposition, and slope degree. We applied multiple regression analysis to predict soil erodibility from spatially explicit terrain and remotely sensed indices. The final soil erodibility model was developed using the spatially explicit predictors and the regression equation and then improved by adding the residuals. The spatial resolution of the model was 30 m, and the estimated mean adjusted coefficient of determination was 0.47. The two sites indicated different estimated and predicted means of soil erodibility values (0.035 and 0.039) with a 0.05 significance level, which is attributed mainly to the considerable difference in elevation.     

树轮地貌学方法在坡面土壤侵蚀调查中的应用——以河北省环首都山地为例

通过对树根解剖法的综合分析,提出了基于全树龄的坡面土壤侵蚀调查方法。利用该方法,选择河北省涞源县、兴隆县两地作为典型调查点,对河北省环首都山地的坡面土壤侵蚀进行了调查,探讨了树龄分析法在不同地貌部位、不同岩性、不同树种条件下土壤侵蚀研究的可行性。结果表明,利用全树龄分析方法所取得的坡面水土流失数据与RUSLE模型具有一定的可比性,而且基于全树龄的树轮地貌学方法对研究区土壤侵蚀情况的时空变化特征具有更强的指示性和分辨率,实用性更高。     

基于斜率比法评定断奶仔猪对不同铜源的相对生物学利用率

本试验旨在研究不同铜源（硫酸铜、碱式氯化铜和柠檬酸铜）和铜添加水平（20和30 mg/kg）对断奶仔猪生长性能、血清铜含量与含铜酶活性以及组织铜含量的影响,探讨断奶仔猪对不同铜源的相对生物学利用率。试验采用3×2双因子随机区组设计,选取平均体重为（8.98±0.48） kg的杜×长×大三元杂交断奶仔猪112头,随机分为7组,每组4个重复,每个重复4头猪。对照组饲喂玉米-豆粕型基础饲粮（铜含量为7.80 mg/kg）,各试验组分别在基础饲粮中添加20或30 mg/kg硫酸铜、碱式氯化铜或柠檬酸铜（均以铜含量计）。试验预试期3 d,正试期28 d。结果表明：1）试验组与对照组断奶仔猪平均日增重、平均日采食量和料重比均无显著差异（P>0.05）。2）饲粮铜源和铜添加水平对断奶仔猪血清铜含量具有显著影响（P<0.05）,但对血清铜蓝蛋白和铜锌超氧化物歧化酶活性均无显著影响（P>0.05）。3）饲粮铜源和铜添加水平对断奶仔猪肝脏铜含量具有显著影响（P<0.05）,但对心脏、肾脏、胰脏和跖骨铜含量均无显著影响（P>0.05）。4）根据多元线性回归斜率比法计算,以血清铜...     

土质边坡稳定安全系数影响因素的

土质边坡稳定安全系数的计算值主要与采用的简化计算方法和土工参数有关。采用正交试验法计算分析了不同的计算方法、材料参数、水位及其相关荷载、地震作用等对边坡安全系数计算值的影响，进而对设计中的计算方法和材料参数提出了一些有益的建议，并提出了在工程运行管理中应尽量避免低水位或水位骤降情况的意见，为土石坝类工程的设计与运行管理提供了重要参考。     

Stability Analysis on Excavated High Slope of Mozong River Power Station in Wulong

The subject matter of this paper is to analyze the stability of excavated high slope. On the base of typical engineering case in Wulong, Chongqing, the geological conditions and potential failure pattern of the high slope are discussed. Then, the limit equilibrium method and the stereographic projection method are used to synthetically analyze the stability of excavated high slope. As a result, it indicates that the stability of the high slope in insufficient and some retaining structures ought to be adopted for the high slope as soon as possible.     

The Application of Pre-splitting Blasting to Excavation on High Slope in Soft Rock Section

Based on analyzing about blasting mode of slope in the construction of road, the paper shows that pre splitting blasting is mostly suitable in the section of severely weathering soft rock with developed joints and fractures, introduced the laying out about the hole of pre splitting blasting that can apply in the high slope of the expressway in the section, and designed the parameter. The practice shows that it gained favourable effect by this method.     

强度参数统计特性对边坡稳定可靠性的影响

由于对边坡强度参数统计特性考虑不全面,使得边坡可靠性指标计算值偏小,对应的失效概率偏大,常常超过10%,设计中难以采纳,造成地基可靠度规范的制定和执行进展缓慢。以某高速公路全风化花岗岩土质高边坡为工程背景,在分析土质参数统计特性的基础上,采用极限平衡理论和蒙特卡罗模拟法,系统地分析了土质强度参数的均值不定性、变异性、相关性、区间特性和空间变化性等对边坡稳定可靠性的影响。结果表明：土性参数的各种统计特性对边坡稳定可靠性均具有不同程度的影响。可靠性指标计算值随抽样距离的减小而增加,随c或φ均值的增大而增加,随c和φ的变异系数的增大而减小,随c和φ相关系数绝对值的增大而增加,考虑区间性后可靠性指标计算值也明显变大。即变异性对边坡稳定不利,而相关性、区间性和空间变化性对边坡稳定有利。因此,准确而全面地考虑土质参数的统计特性,尤其是在参数变异性和相关性的基础上加以考虑土性参数空间变化性和区间性会更加符合工程实际,且计算结果趋于安全,有利于地基可靠度规范的推广运用和边坡工程的安全评价。     

9GS-2.0割草机的设计及试验

针对目前割草机仅适于在比较平坦的地面上切割,难以适应坡面工作要求的问题,为此通过理论分析、三维模型设计、田间试验相结合的方法,设计既适用于平地切割,又适用于坡面切割的甩刀式割草机。主要对该机的调节机构、甩刀的数量及排列方式、传动系统进行设计,并对甩刀的速度、割草辊总成的动平衡进行分析计算。试验结果表明,该割草机工作性能良好,割茬平均高度52 mm,杂草碎段区域长度≤80 mm的草段占总草段的93%,碎草性能较好,工作效率达到1.18 hm^2/h,各项指标均达到设计要求,割草机作业质量能够满足农艺要求,为我国新型果园机械化割草作业提供技术支持。