南黄海中部沉积物物理性质与压缩波速相关性分析     

程净净  傅命佐  孟祥梅  刘乐军  阚光明  刘保华 《中国海洋大学学报(自然科学版)》2011,(Z1):331-336

根据南黄海中部海底沉积物柱状样的实验室土工试验测试结果,分析沉积物的物理特征,并通过实验室方法获得沉积物压缩波速,探讨物理参数与压缩波速的相关关系,得到经验公式。结果表明:该区域沉积物以淤泥和淤泥质黏土为主,具有含水率高、孔隙比大、塑限高等特征;物理参数与压缩波速之间有较好的相关关系,密度、孔隙比、含水率、塑限、液限及塑性指数与压缩波速的相关性最明显,其中,密度与压缩波速成正比相关关系,而孔隙比、含水率、塑限、液限和塑性指数与压缩波速成反比相关关系;以沉积物天然密度和塑性指数为自变量的双变量回归分析方程能更好地表达沉积物物理特性与压缩波速的相关关系。  相似文献   

Effect of reclamation time and land use on soil properties in Changjiang River Estuary,China   总被引：4，自引：1，他引：3  

ülo MANDER 《中国地理科学(英文版)》2011,21(4):403-416

The objective of this study is to analyze soil physical and chemical properties,soil comprehensive functions and impact factors after different years of reclamation.Based on the survey data taken from 216 soil sampling points in the Fengxian Reclamation Area of the Changjiang (Yangtze) River Estuary,China in April 2009 and remotely sensed TM data in 2006,while by virtue of multivariate analysis of variance (MANOVA),geo-statistical analysis (GA),prin-cipal component analysis (PCA) and canonical correspondence analysis (CCA),it was concluded that:1) With the in-crease in reclamation time,soil moisture,soil salinity,soil electric conductivity and soil particle size tended to decline,yet soil organic matter tended to increase.Soil available phosphorous tended to increase in the early reclamation period,yet it tended to decline after about 49 years of reclamation.Soil nitrate nitrogen,soil ammonia nitrogen and pH changed slightly in different reclamation years.Soil physical and chemical properties reached a steady state after about 30 years of reclamation.2) According to the results of PCA analysis,the weighted value (0.97 in total) that represents soil nutrient factors (soil nitrate nitrogen,soil organic matter,soil available phosphorous,soil ammonia nitrogen,pH and soil particle size) were higher than the weighted value (0.48 in total) of soil limiting factors (soil salinity,soil elec-tric conductivity and soil moisture).The higher the F value is,the better the soil quality is.3) Different land use types play different roles in the soil function maturity process,with farmlands providing the best contribution.4) Soil physi-cal and chemical properties in the reclamation area were mainly influenced by reclamation time,and then by land use types.The correlation (0.1905) of the composite index of soil function (F) with reclamation time was greater than that with land use types (-0.1161).  相似文献   

溶质类型与矿化度对土壤水分扩散率的影响   总被引：3，自引：0，他引：3  

郭全恩  王益权  马忠明  车宗贤  南丽丽  徐世文  刘延东 《干旱区地理》2011,34(1):86-90

以甘肃省秦安县果园石灰性土壤为研究对象,采用水平土柱入渗法,探讨了不同矿化度下(lg/L、3g/L、5g/L、10g/L)的三种钠盐(Nacl、Na2SO4和Na2CO3)对石灰性土壤水分扩散率的影响.结果表明:在水盐复合迁移体系中盐分与水分迁移具有不同步性,影响不同步性的因子与盐分类型有很大关系.NaCl对水分移动速...  相似文献   

东天山喀尔里克山北坡-淖毛湖盆地土壤理化性状的空间分布特征   总被引：5，自引：1，他引：4  

王忠臣  钱亦兵  张海燕  黄世光  季红红 《干旱区地理》2011,34(1):107-114

借助于野外调查、样品采集及实验室分析,对喀尔里克山北坡-淖毛湖盆地土壤理化性状的空间分布进行了研究.结果显示:土壤质地以少砾质砂质壤土或少砾质粉砂质壤土为主,少数属多砾质壤质砂土或少砾质砂土;不同类型土壤的水分含量存在比较明显的差异,且与海拔存在显著的正相关.研究区除低地草甸及淖毛湖盆地的土壤出现盐渍化和碱化外,其他地...  相似文献   

坎苏剖面记录的西天山地区黄土磁学性质及其控制因素初探   总被引：1，自引：0，他引：1  

贾佳  刘现彬  夏敦胜  魏海涛  王博 《干旱区地理》2011,34(1):124-132

西天山地区坎苏(KS)黄土剖面的岩石磁学研究结果表明,与黄土高原地区黄土基本一致,磁性矿物以亚铁磁性矿物为主,磁铁矿和磁赤铁矿占据重要地位,针铁矿也普遍存在于地层中.该剖面中磁性矿物的含量高,硬磁性矿物含量也高.磁性矿物磁晶粒度以假单畴和多畴(PSD/MD)为主,而S1S3的磁晶粒度较细,表现为粗单畴(SSD)的性质....  相似文献   

天山北坡三工河流域中山带森林发育与气候土壤的关系   总被引：1，自引：0，他引：1  

李艳忠  罗格平  许文强  尹昌应  韩其飞  冯异星 《山地学报》2011,29(1)

开展干旱区山地森林发育状况及其土壤因素影响的分析,对干旱区乃至全球山地森林带的成因研究具有重要的理论意义。以天山北坡三工河流域为研究区,主要利用森林调查与遥感影像数据,确定该流域森林带的分布状况,并结合流域气象与土壤采样数据,重点分析气候土壤因素对森林发育的影响。结果表明:1.该流域森林带位于海拔1 510～2 720 m,胸径与树高随海拔增加呈双峰曲线;其中胸径两个峰值分别位于约海拔2 000 m与2 550m,而树高峰值分别为海拔2 100 m与2 600 m,均稍高于胸径的峰值海拔高度;2.在森林带内,年均温随海拔高度增加呈线性下降趋势,最冷月均温(1月)则表现先增加后减小趋势;与其他地区相比,该流域高山林线年均温较高,最冷月均温相差较大,而最热月均温差异不明显;年降水量呈先增加后减小的趋势,且在海拔2 000 m左右达到最大值。土壤属性随海拔递增呈规律性的变化趋势:森林带内海拔约2 000～2 700 m树木发育较好,其有机质、全磷及全氮含量较高;CaCO3,pH值及电导率最小值与海拔2 000 m的最大降水带恰好吻合;土壤A层(0～10 cm)有机质、全磷及全氮含量与B(10～30 cm)、C(>3...  相似文献   

剪切速率对结构性吹填软土力学特性影响试验研究     

杨爱武  雷博 《工程地质学报》2015,23(1):7-12

黏土在剪切变形过程中,剪切速率的不同会对其结构破坏产生不同影响,从而影响其力学特性.本文以天津滨海新区吹填软土为研究对象,在对吹填软土关于结构性讨论的基础上,开展了剪切速率对其力学性状影响的三轴试验研究,分析其剪切速率力学效应.试验结果表明:随着剪切速率的提高,在低围压条件下,吹填软土的强度及其结构屈服应力均先减小后增大,存在临界剪切速率,而在高围压条件下,强度及其结构屈服应力则逐渐增大,与剪切速率呈正相关关系,临界剪切速率逐渐消失; 吹填软土的黏聚力在不同围压下随剪切速率提高均呈现减小趋势,内摩擦角在低围压条件下随剪切速率提高呈现增大趋势,在高围压条件下则随剪切速率提高呈现减小趋势; 在剪切过程中,孔隙水压力均随着轴向应变的增大到某一值然后稳定下来,随着围压的进一步加大,孔隙水压力的稳定值会随剪切速率的提高呈减小趋势.  相似文献   

地震滑坡危险性概念和基于力学模型的评估方法探讨   总被引：1，自引：0，他引：1  

王涛  吴树仁  石菊松  辛鹏 《工程地质学报》2015,23(1):93-104

在我国大陆地区运用基于力学模型的Newmark位移分析方法开展地震滑坡危险性定量评估,尚处在起步阶段.为了进一步明确地震滑坡危险性概念和改进推广基于力学模型的评估方法,首先阐明了狭义的地震滑坡危险性预测评估与震后反演评估的关系; 同时为了应对地震应急、震后重建及潜在地震条件下的不同评估需求,初步提出了广义的地震滑坡危险性评估框架.随后申述了基于Newmark位移分析的地震滑坡危险性评估方法的理论基础、方法分类及最新进展,并以汶川地震滑坡危险性快速评估为例,剖析了目前影响评估有效性的不确定性及空间数据质量等问题,指出了基于力学模型的地震滑坡危险性评估方法的改进方向.建议开展潜在地震及其诱发滑坡危险性的耦合评估,建立适用于我国大陆地区地震滑坡位移分析的经验模型,以便为国家层面的地震滑坡危险性区划服务.  相似文献   

Empirical modeling of plate load test moduli of soil via gene expression programming     

Ali Mollahasani  Amir Hossein Alavi  Amir Hossein Gandomi 《Computers and Geotechnics》2011

New empirical models were developed to predict the soil deformation moduli using gene expression programming (GEP). The principal soil deformation parameters formulated were secant (E_s) and reloading (E_r) moduli. The proposed models relate E_s and E_r obtained from plate load-settlement curves to the basic soil physical properties. The best GEP models were selected after developing and controlling several models with different combinations of the influencing parameters. The experimental database used for developing the models was established upon a series of plate load tests conducted on different soil types at depths of 1–24 m. To verify the applicability of the derived models, they were employed to estimate the soil moduli of a part of test results that were not included in the analysis. The external validation of the models was further verified using several statistical criteria recommended by researchers. A sensitivity analysis was carried out to determine the contributions of the parameters affecting E_s and E_r. The proposed models give precise estimates of the soil deformation moduli. The E_s prediction model provides considerably better results in comparison with the model developed for E_r. The simplified formulation for E_s significantly outperforms the empirical equations found in the literature. The derived models can reliably be employed for pre-design purposes.  相似文献   

侧限压缩下砂土的细观力学特性及其形态分析   总被引：1，自引：0，他引：1       下载免费PDF全文

曹亮  刘文白  李晓昭  赵晓豹  张辉 《地质论评》2011,57(4):591-599

本文基于室内固结试验,自行设计加工了土体受到轴向压力和侧限条件时,对土的细观结构进行观测的细观结构观测固结仪.通过对中砂半模固结仪试验的宏观变形场分析选择了细观特征观测点,发现中砂的位移场类似于抛物线形,位移量最大区总是发生在上透水石的底面中心处;利用MiFas图像软件对中砂压缩过程中的显微图像进行处理,分析了中砂试样...  相似文献