Parameters affect foaming and foam stability during foam drilling

The authors presented indoor practice experiments of parameters affect on foaming and foam stability. Experiments were carried out and special equipments were used to determine foaming and foam stability; tests were tabulated and charted. The effects of chemical and physical parameters on foaming and foam stability have been conducted.     

Research and development on foam breaking and recycling technology in air-foam drilling

In recent years, air-foam combining the advantages of both liquid and air drilling has been utilized as a drilling medium. Air-foam drilling has proved its efficiency in numerous situations where serious problems were encountered, such as in fractured formations and depleted or high permeable zones. However, the major disadvantage of air-foam drilling system is that the foam can only be used once, so that an extremely large pit is required to contain the foam to allow sufficient room for cuttings and for the foam to dissipate. Moreover, it needs enormous volume prepared, consuming abundance of water and ingredient additives, which results in the high cost of foam drilling. The recycling foam fluid by using foam breaking technology is the only effective method to solve these problems associated with the known foam drilling. Various types of equipment and technique have been employed to suppress foam formation in biological and process equipment in foam drilling. The study described various methods of foam breaking technology, and the trend of the foam breaking technology for foam drilling is discussed.     

Research and development on foam breaking and recycling technology in air-foam drilling

In recent years, air-foam combining the advantages of both liquid and air drilling has been utilized as a drilling medium. Air-foam drilling has proved its efficiency in numerous situations where serious problems were encountered, such as in fractured formations and depleted or high permeable zones. However, the major disadvantage of air-foam drilling system is that the foam can only be used once, so that an extremely large pit is required to contain the foam to allow sufficient room for cuttings and for the foam to dissipate. Moreover, it needs enormous volume prepared, consuming abundance of water and ingredient additives, which results in the high cost of foam drilling. The recycling foam fluid by using foam breaking technology is the only effective method to solve these problems associated with the known foam drilling. Various types of equipment and technique have been employed to suppress foam formation in biological and process equipment in foam drilling. The study described various methods of foam breaking technology, and the trend of the foam breaking technology for foam drilling is discussed.     

Research on experiment and calculation of foam bursting device

This research presents experimental data on mechanical foam bursting device,based on the high speed of air fluid impinging insidethe foam bursting device,foam bubbles disrupted as a consequence of pressures changed very quickly as shear force and their impact forces.Experimental data on foam-bursting capacity have been presented.Designed device can provide effective foam bursting on collapse foam.     

Research on experiment and calculation of foam bursting device

This research presents experimental data on mechanical foam bursting device, based on the high speed of air fluid impinging insidethe foam bursting device, foam bubbles disrupted as a consequence of pressures changed very quickly as shear force and their impact forces. Experimental data on foam-bursting capacity have been presented. Designed device can provide effective foam bursting on collapse foam.     

热液金刚石压腔(HDAC)高温高压实验平台简介

热液金刚石压腔(HDAC)高温高压实验平台是在金刚石压腔的基础上发展起来的一种高温高压原位实验模拟设备.近年来,HDAC技术已经在地质科研领域取得了大量成果,多篇重要研究成果被《Science》《Nature》等知名期刊刊发.本文介绍了HDAC高温高压实验平台结构与组成、实验优势和应用前景.     

FEM for stability analysis against overturning of portal water injection sheet pile

Portal water injection sheet pile （PWISP）, as a retaining wall, appeared in seashore engineering in 2000. Although there have been many systematic methods addressing the issue, there are very few focusing on the new structure because of the difficulties in defining the earth pressure between the two piles. A new method is proposed in this paper to obtain the earth pressure between the PWISPs. Stability analysis against overturning follows as a consequence. Using Finite Element Analysis （FEA） software ANSYS, both the nonlinear characteristics of the soil and those of the contact elements are taken into account to obtain the earth pressure distribution on the contact surface. Based on the results of the FEA, Rankin＇s theory and the slip plane theory, the formula of the earth pressure on the inner surfaces between the piles is given. Assuming the PWISP as the analysis object and the earth pressure as an outside force acting upon it, the equation of stability against overturning of the PWISP is presented. Finally, some parameters are discussed about the stability of the PWISP against overturning, such as the embedded depth of the front pile, the distance between the two rows of piles, the internal friction angle and the cohesion of the earth. The results show that the increase of the cohesion and the internal friction angle will decrease the distance and the embedded depth, and therefore enhance the stability against overturning. Specifically, when the distance is 1/3-2/3 of the maximal excavation depth, the two rows of piles give the best performance in stability.     

全球气压气温模型在中国地区的精度分析

为检验全球气压气温模型在中国地区的精度,基于我国29个探空站2015-03~2016-02期间实测的气压和气温数据,比较分析分别由GPT模型及最新的GPT2w_5和GPT2w_1模型导出的气压和气温结果。实验结果表明,中国地区3种气象模型均有明显的季节性且对纬度变化敏感,GPT2w_5与GPT2w_1模型精度相当,二者的气压和气温精度较GPT模型均有明显提高,但对于个别异常值,GPT2w_1模型较GPT2w_5模型表现出更好的鲁棒性。     

Study on stability and reinforcement of a landslide on Ji''''an-Dandong highway

This study clarified the failure mechanism of a landslide on Ji'an-Dandong highway,through the detailed analysis of its geological condition.Then based on the back analysis of the broken landslide,take limit equilibrium method to evaluate the stability of the potential landslide.The result shows that the landslide is lack of safety stock,so anchor rope is designed to reinforce the landslide.     

Study on stability and reinforcement of a landslide on Ji''an-Dandong highway

This study clarified the failure mechanism of a landslide on Ji'an-Dandong highway, through the detailed analysis of its geological condition. Then based on the back analysis of the broken landslide, take limit equilibrium method to evaluate the stability of the potential landslide. The result shows that the landslide is lack of safety stock, so anchor rope is designed to reinforce the landslide.     

Researches on the stability of porphyra-334 solution and its influence factors

1　Introduction　Ultravioletradiationisahighlyactivecomponentofsolarspectrum .Ultravioletradiationhasdetrimentaleffectsonlivingthingsexposedtosunlight ,includingthedestructionofDNA ,proteinsandothermolecules(Harm ,1980 ) ,inhibitionofphotosynthesisandgrow…     

测站气温与气压对GPS定位结果的影响

分别利用全球气压气温模型GPT和GPT2处理相同的连续观测站数据。对比两组测站位置估值（简称位置）发现,测站气压偏差所导致的先验天顶延迟偏差不能完全被延迟参数所吸收,导致测站垂向位置出现偏差,且偏差的大小与测站纬度及数据处理中所采用的数据权重有关。测站气温偏差对测站位置的影响可忽略不计,但GPS定位结果的内符合精度随着测站气温的升高而降低。     

Analysis and evaluation on seepage stability of Hongxing reservoir dam , Heilongjiang

Hongxing reservoir was constructed on the floodplain of Hulan River in Heilongjiang. The geological problem of the reservoir is the seepage of the dam base and its related seepage stability. The leakage of the reservoir is caused by the water head differences between the upstream and downstream of the dam. Severe seepage could decrease the engineering benefits of the reservoir. Moreover, infiltration function of water will influence the safety of the dam. Through the analysis on the granule constitute and the formation of the dam base, the types of the seepage failure apt to happen were defined and the anti-infiltration and the permissible depression ratio were determined. Using the numerical simulation software GMS, the two-dimension numerical modeling has been carried out to analyze the seepage field of the reservoir. Through the two conditions modeling with concrete impervious wall and no concrete impervious wall, the largest flow rate, single-wide seepage discharge and the max infiltration gradient of the dam base were calculated. According to the permeable depression ratio of the dam base, the seepage stability of Hongxing reservoir dam base was analyzed.     

Analysis and evaluation on seepage stability of Hongxing reservoir dam,Heilongjiang

Hongxing reservoir was constructed on the floodplain of Hulan River in Heilongjiang. The geological problem of the reservoir is the seepage of the dam base and its related seepage stability. The leakage of the reservoir is caused by the water head differences between the upstream and downstream of the dam. Severe seepage could decrease the engineering benefits of the reservoir. Moreover, infiltration function of water will influence the safety of the dam. Through the analysis on the granule constitute and the formation of the dam base, the types of the seepage failure apt to happen were defined and the anti-infiltration and the permissible depression ratio were determined. Using the numerical simulation software GMS, the two-dimension numerical modeling has been carried out to analyze the seepage field of the reservoir. Through the two conditions modeling with concrete impervious wall and no concrete impervious wall, the largest flow rate, single-wide seepage discharge and the max infiltration gradient of the dam base were calculated. According to the permeable depression ratio of the dam base, the seepage stability of Hongxing reservoir dam base was analyzed.     

温度、质量浓度对富氟流体中Hf高温高压水解行为的影响

Hf是一种高场强元素,在地壳中的丰度较低,往往以类质同象的形式进入锆石中。以氟铪酸钾(K_2HfF_6)络合物为研究对象,观察它们在富水热液中的水解程度,进而研究Hf元素在地质过程中的迁移行为。结果表明:K_2HfF_6络合物在热液条件下能发生一定程度的水解反应,总体趋势为络合物的初始质量浓度越低且反应的温度越高,其水解程度越剧烈,络合物的稳定性也就越低;获得了高温高压条件下K_2HfF_6络合物的累积水解平衡常数。同时运用实验模拟的方法,根据提取液中Hf元素含量来推测矿物结晶时富氟流体中Hf元素含量,若以K_2HfF_6络合物最高配位的离子团形迁移时,Hf与F元素之间的质量浓度比值为1.6,据此可以计算成矿流体所需的最小F元素含量。     

2020年唐山古冶5.1级地震前流体固体潮参数时空变化研究

以2020-07-12唐山古冶5.1级地震为例,探讨流体固体潮参数的时空分布特征与孕震的关系.收集2017-01～2020-07唐山古冶周边16 口井水位整点值资料,通过Baytap-G程序计算分析M2波与O1波潮汐参数,研究M2波潮汐因子随时间变化的趋势及空间分布情况.结果表明:1)唐山古冶地震前,震中附近井水位潮汐...     

Slope stability FEM analysis and retaining wall design: a case study of clinker in Benxi of Liaoning

Stability is always the most important problem after high slope was excavated. The study analyzed the stress and strain inside the slope by Finite Element Method (FEM) and carried through stress distribution and failure zone, then analyzed the stability of the slope using three different methods and came to the conclusion that it is in unstable condition, so the designed retaining wall was put forward which makes the slope stable.     

A layered numerical model for simulating the generation and propagation of internal tides over continental slope II stability analysis

INTRODUCTIONAsoneofthemethodsenablingnumericalsolutionofdifferentialequations,thefinite differ encemethodiswidelyacceptedinthestudyofphysicaloceanography.Afinite differenceschememusthavepropertiesofconvergence ,consistencyandstabilitytoyieldusefulapproximatesolutionoftherelevantdifferentialequations.However,thepropertiesneednotbeverifiedonebyonebecausethewell knownLaxLawassuresthattheconvergenceisequivalenttothestabilityforafinitediffer enceschemewithconsistence .Twomainmethodsforstudyin…     

红雁池新11井温度梯度测量及动态分析

采用SZW-1A数字式温度计,对红雁池新11井进行温度梯度测量及动态分析,测量步进为10 m,每个测量点观测时间约1个星期。取完整、稳定的1 d数据进行计算,将日均值作为该点的温度观测值,计算该天观测数据的标准差和最大值最小值的差来进行动态分析。通过测量与分析认为,红雁池新11井梯度-深度拐点在400 m处,稳定性-深度拐点在470 m,而岩性交界面（泥岩到石灰岩的转换）在380 m处,井孔套管到378 m。从梯度-深度关系与稳定性-深度关系来看,新11井越往下,温度梯度越小,同时稳定性越好。综合测井数据,可能裸孔段为弱透水段,且受浅层低温循环水的注入影响。     

Slope stability FEM analysis and retaining wall design：a case study of clinker in Benxi of Liaoning

Stability is always the most important problem after high slope was excavated. The study analyzed the stress and strain inside the slope by Finite Element Method （FEM） and carried through stress distribution and failure zone, then analyzed the stability of the slope using three different methods and came to the conclusion that it is in unstable condition, so the designed retaining wall was put forward which makes the slope stable.