Development of in-situ testing equipment of rock and soil thermophysical properties     

Qinghua WANG  Youhong SUN  Qiang LI College of Construction Engineering  Jilin University  Changchun  China 《东北亚地学研究》2008,11(4):237-241

A mobile in-situ testing equipment used to detect geotechnical thermophysical properties was developed. The equipment is composed of a heat pump, frequency pumps, an electric tee joint regulator valve, some sensors, an electric control system, data acquisition and control system, which can do tests under the condition of extracting and storing subsurface heat. Applying the line source and the cylinder source heat transfer model, and combining the parameters estimation, the average thermophysieal property parameters of rock and soil will be calculated, which provides the basis for designing the ground source heat pump systems.  相似文献   

祁连山森林草原带土壤属性和植被生物量对坡向和坡位的响应     

张梦旭  刘蔚  朱猛  秦燕燕  李若麟 《冰川冻土》2021,43(1):233-241

祁连山森林草原带为典型的山地森林和草原镶嵌景观,带内植被呈显著的斑块状分布格局,与地形因子密切相关.探究森林草原带内地形因子与土壤和植被的关系,对该区生态恢复具有重要意义.采用样地-样方调查法,研究了祁连山森林草原带土壤属性和植被生物量随坡向(南、西南、西和北)和坡位(山顶、上坡、中坡、下坡和山谷)的变化特征及其与水热...  相似文献   

近岸水体异源遥感反射率产品的融合方法研究     

张翼飞  朱建华  田震  贾迪  高飞 《海洋通报》2022,(4):361-370

数据融合能够综合利用多源遥感数据优势,获取高空间分辨率和高测量精度的遥感影像,对于近岸水体生态环境监测和灾害预警均具有重要意义。但目前使用的数据融合方法多是针对内陆水体或大洋水体的,其在近岸水体的适用性仍需进一步评估,因而本文开展了近岸水体遥感数据融合方法的对比研究。本文以高空间分辨率的Sentinel-2 MSI影像和中等空间分辨率的Sentinel-3 OLCI影像为数据源,分别开展了基于小波变换（WTBF）、生物光学模型（BOBF）和混合像元分解（IUBF）三种方法的数据融合实验,并在此基础上借助现场实测遥感反射率（Remote-sensing Reflectance,Rrs）数据与融合影像对应点的平均相对误差（MRE）、均方根误差（RMSE）、偏差（bias）和平均梯度对各种方法的融合数据质量和区域适用性进行了评估。结果表明：（1） OLCI的Rrs数据精度高于MSI。其中MSI在443 nm、560 nm和665 nm三个波段的MRE、RMSE均高于OLCI,表明MSI的Rrs精度相对OLCI较低;目视效果和平均梯度表明MSI的清晰度高于OLCI。（2） BOBF是三种方法中...  相似文献   

黄土物理性质与湿陷性的关系及其工程意义   总被引：1，自引：0，他引：1  

李萍  李同录 《工程地质学报》2007,15(4):506-512

以陇东地区黄土为研究对象,探讨了湿陷系数与各种物理指标的内在联系,采用多因素回归分析建立了湿陷系数与含水量、孔隙比、塑性指数(粘粒含量)的分析模型,结果显示湿陷系数与物理指标间具有良好的相关性,采用物理指标计算的湿陷总量与实验测试总量较为接近,计算结果更好的反映湿陷性随取样深度变化的规律,对评价湿陷性黄土地基具有工程实用价值。  相似文献   

米箭沟尾矿坝料动力特性试验研究     

贺汇文  龙建辉  吕远强 《工程地质学报》2007,15(6):817-822

本文对米箭沟尾矿坝料的组成、结构特征和物理力学性质进行分析,运用振动三轴试验确定尾矿坝料的动力特性参数,分析研究动力特性指标模型,得出动应力、动模量、阻尼比、动剪切摸量随动应变的变化规律,以及动应力与破坏振次,孔压比与振次比的变化规律,并提出符合试验结果的孔压模型,对该尾矿坝的地震动力分析及抗震稳定性评价提供一定科学依据和技术指导。  相似文献   

Bayesian assessment of site‐specific performance of geotechnical design charts with unknown model uncertainty          下载免费PDF全文

Y. Wang  T. Zhao 《国际地质力学数值与分析法杂志》2017,41(5):781-800

Soil properties are indispensable input parameters in geotechnical design and analysis. In engineering practice, particularly for projects with relatively small or medium sizes, soil properties are often not measured directly, but estimated from geotechnical design charts using results of some commonly used laboratory or in situ tests. For example, effective friction angle ?′ of soil is frequently estimated using standard penetration test (SPT) N values and design charts relating SPT N values to ?′. Note that directly measured ?′ data are generally not available when (and probably why) the use of design charts is needed. Because design charts are usually developed from past observation data, on either empirical or semi‐theoretical basis, uncertainty is unavoidably involved in the design charts. This situation leads to two important questions in engineering practice: 1 how good or reliable are the soil properties estimated in a specific site when using the design charts? (or how to measure the performance of the design charts in a specific site?); and 2 how to incorporate rationally the model uncertainty when estimating soil properties using the design charts? This paper aims to address these two questions by developing a Bayesian statistical approach. In this paper, the second question is firstly addressed (i.e., soil properties are probabilistically characterized by rationally incorporating the model uncertainty in the design chart). Then, based on the characterization results obtained, an index is proposed to evaluate the site‐specific performance of design charts (i.e., to address the first question). Equations are derived for the proposed approach, and the proposed approach is illustrated using both real and simulated SPT data. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献