谈CO2测试点的建立     

张京华  戴清君  管延新  李栋梁  范军  李储光 《山西地震》2005,(3):34-35,38

断层气CO2测定法具快速、简便、价廉、可靠和有效的特点,介绍了CO2观测仪器的安装方法以及CO2快速测定的方法,认为,在城市中受到场地,观测环境等条件的影响,建立CO2测试点是较合理的.  相似文献   

瞬变电磁勘探技术在探测采空区中的应用——以阳煤集团氧化铝厂采空区勘探为例   总被引：2，自引：0，他引：2  

安润莲  姚精选  杨引串 《中国地质灾害与防治学报》2006,17(4):116-118,122

瞬变电磁法(TEM),是利用不接地回线向地下发送一次脉冲瞬变磁场,再测定一次脉冲瞬变磁场引起的二次涡流场的方法。当地下存在电性不均匀体时,会观测到电性不均匀体的涡流异常场,通过对异常场的分析研究,推断矿体、地下水、采空区等地下盲体的存在和部位。华北石炭-二叠煤系地层的电阻率比非煤系地层的电阻率值高,铝土矿层电阻率相对较低,下伏奥陶系灰岩电阻率最高。地下矿体局部被采出后,对应地层的导电性随采空区的塌陷程度及赋水情况不同,表现为相对较高的电阻率或较低的电阻率值,依据此特征成功地利用瞬变电法应用于采空区探测中。  相似文献   

澳门美高梅金殿工程大口径钻孔扩底灌注桩施工技术     

李世京  陈宏儒 《探矿工程》2006,33(12):5-8

澳门美高梅金殿工程主楼基础为38根钻孔扩底灌注桩，桩孔直径为3m扩底到4．2-4．5m，场地狭窄，且是在微风化花岗岩中扩底。根据工程的具体情况，采用贝诺特工法、反循环四翼刮刀钻头钻进、滚刀钻头钻进等组合钻进工艺，同时采用在港澳地区限制严格的泥浆护壁钻进。为港澳地区用泥浆钻桩孔作出了典范，且取得了良好的经济效益。  相似文献   

两阶段法分析基坑开挖对邻近桩基的影响   总被引：1，自引：0，他引：1  

于峰 《岩土工程技术》2008,22(4):186-189,197

采用两阶段分析方法,基于Winkler地基模型以及桩土变形协调条件,建立单桩水平位移控制方程。应用简化Mindlin方程,分析桩-桩相互作用及桩-土相互影响。结合以上几点,建立群桩控制微分方程组求解。最后的算例分析将该方法的计算结果与离心机试验结果进行对比。  相似文献   

Numerical simulation of incipient particle motion     

《国际泥沙研究》2020,35(1):1-14

A two-dimensional(2 D) computational model for simulation of incipient sediment motion for noncohesive uniform and non-uniform particles on a horizontal bed was developed using the Discrete Element Method(DEM).The model was calibrated and verified using various experimental data reported in the literature and compared with different theories of incipient particle motion.Sensitivity analysis was done and the effects of relevant parameters were determined.In addition to hydrodynamic forces such as drag,shear lift and Magnus force,the particle-particle interaction effects were included in the model.The asymptotic critical mobility number was evaluated for various critical particle Reynolds numbers(R*) in the range of very small and very large R*.The obtained curve is classified into four regions.It was found that in the linear region,the drag force has the principal role on the initiation of motion.Moreover,the critical mobility number is independent of particle diameter.A procedure for estimating the critical shear velocity directly from the information on particle diameter and roughness height was developed.Finally,the mechanism of incipient motion for the different regions was studied and the effect of different forces on the incipient particle motion was obtained.It was found that the maximum effects of lift and Magnus forces were,respectively,less than ten and twenty percent of the total force.The drag force,however,was typically the dominant force accounting for majority of the net hydrodynamic force acting on sediment particles at the onset of incipient motion.  相似文献   

瞬变电磁法解释煤矿地下含水构造研究—以内蒙古东明露天矿为例          下载免费PDF全文

山成彬  钟晓勇  樊启顺  都永生  秦占杰  山发寿 《盐湖研究》2018,26(3)

内蒙古呼伦贝尔东明露天煤矿矿坑边帮地下水渗漏的问题日益严重,矿区原有的疏干降水井排水能力及效果已不能满足生产需求,同时对矿区生态环境也造成一定程度破坏。目前,对矿区周边的水文地质条件和水力联系缺乏精准全面的认识和数据。本文通过瞬变电磁法对矿区地下水渗漏较严重的西北部进行三条勘探线(77个物理点)勘查,结果表明该区存在三处视电阻率低阻异常带,判定其主要为含水断层(裂隙)所致;结合矿区地形、地层岩性与矿区地下水矿化度,对上述异常带进行了科学合理的综合解释,并结合新施工的疏干降水井抽水验证了上述异常的可靠性,为矿区后期布置疏干降水井圈定了靶区,对当地同类型矿区地下水渗漏灾害治理起到了应用示范作用。  相似文献   

高阜工业园区土地平整土方量计算     

秦卫祥  谢旭晖 《北京测绘》2007,(4):54-55,53

土方量的计算方法有方格网法、断面法、等高线法及基于DEM的计算方法等。为了计算高阜工业园区的土方量,本文采用了方格网法;并重点讨论了在不同坡度下,得到的不同土方量计算结果;最后根据测区需要,做出合理选择。  相似文献   

Structural Topology Design of Container Ship Based on Knowledge-Based Engineering and Level Set Method     

崔进举  王德禹  史琪琪 《海洋工程》2015,29(4):551-564

Knowledge-Based Engineering (KBE) is introduced into the ship structural design in this paper. From the implementation of KBE, the design solutions for both Rules Design Method (RDM) and Interpolation Design Method (IDM) are generated. The corresponding Finite Element (FE) models are generated. Topological design of the longitudinal structures is studied where the Gaussian Process (GP) is employed to build the surrogate model for FE analysis. Multi-objective optimization methods inspired by Pareto Front are used to reduce the design tank weight and outer surface area simultaneously. Additionally, an enhanced Level Set Method (LSM) which employs implicit algorithm is applied to the topological design of typical bracket plate which is used extensively in ship structures. Two different sets of boundary conditions are considered. The proposed methods show satisfactory efficiency and accuracy.  相似文献   

王水溶样-氢醌容量法测定碳酸盐地质样品中的金   总被引：1，自引：1，他引：0  

张志刚  刘凯  黄劲  高晶  陈泓  魏晶晶 《岩矿测试》2014,33(2):236-240

应用王水溶样-活性炭富集金-氢醌容量法测定岩石、土壤等一般地质样品中的金时,王水溶样后经布氏漏斗抽滤后剩余的不溶物残渣中金含量小于金总量的4%,通常不计入分析结果。而碳酸盐地质样品经焙烧后在王水溶解过程中因为钙和镁的硅酸盐含量较高,形成了不溶于王水的二氧化硅凝胶及大量钙镁胶状物,包裹和吸附样品溶液中的金,造成分析过程中金的损失。本文将抽滤后的滤液和不溶物残渣分别处理,收集王水分解样品抽滤步骤后的不溶物残渣,用氢氟酸-硫酸除硅,王水溶解测定残渣中的金含量,滤液和残渣两次测试合量为样品中金含量。实验研究了不溶物残渣中的金量、金的来源以及样品中硅钙镁的含量对金测定的影响。结果表明,不溶物残渣吸附和包裹的金量占样品金总量的18%~22%,残渣中金的主要来源是已被王水溶解但被二氧化硅等胶状物包裹吸附而未进入溶液的金,其次是未被王水溶解的单质金。胶状物的形成与样品中钙镁硅含量有直接的关系,当CaCO₃、MgCO₃含量达到30%以上时,必须考虑残渣中的金,以保证金的测试结果准确。  相似文献   

Penetration test in coarse granular material using Contact Dynamics Method     

《Computers and Geotechnics》2014

Field tests are widely used for soil characterization in geotechnical applications in spite of implementation difficulties. The light penetrometer is a well-known testing tool for fine soils, but the physical interpretation of the output data in the case of coarse granular materials is far less evident. Indeed, the data are considerably more sensitive in this case to various parameters such as fabric structure, particle shapes or the applied impact energy. In order to achieve a better understanding of the penetration process into a coarse granular material, a numerical study was performed by means of contact dynamics simulations. The penetration of a moving tip in a sample composed of irregular grain shapes was studied and the influence of the driving velocity and input energy on the penetration strength was analyzed. The results show that the latter grows with both the penetration rate and energy, despite the strong fluctuations occur due to a jamming–unjamming process in which the contact network connectivity evolves intermittently in correlation with the penetration strength. This analysis suggests that the time-averaged data provided by a penetrometer is reliable information from which the bulk strength properties of coarse granular materials can be evaluated.  相似文献