周期荷载下盐岩的疲劳变形及损伤特性研究

利用RMT－150C型岩石力学多功能试验机,进行了盐岩单轴循环荷载作用下的疲劳试验,研究了盐岩的疲劳强度、变形及损伤特性。试验结果表明,当上限应力大于“门槛值”时,盐岩疲劳破坏时的轴向应变可以分为初始变形、等速变形和加速变形3个阶段,呈疏－密－疏的发展过程。改变上限应力和平均应力会显著影响疲劳的进程,提高上限应力值和平均应力值,初始轴向变形和循环轴向变形的比率都会提高,疲劳破坏时的总循环次数显著减小。盐岩疲劳破坏终点的变形量同样受静态轴向应力-应变全过程曲线的控制,控制误差范围在10%左右。循环荷载作用下,盐岩的变形模量经历了一个先逐渐增加,后缓慢降低,最后加速减小的过程。对循环荷载作用下盐岩疲劳损伤演化规律进行了初步探讨     

单轴条件下层状盐岩的表面裂纹扩展分析

利用荧光法和细观分析技术对单轴条件下层状盐岩表面裂纹扩展及分布进行了研究,并简要分析了国内外盐岩物理力学性质的差异。试验结果表明：纯盐岩表面裂纹以盐晶粒间错动裂纹为主,晶间裂纹扩展贯通形成破坏性主裂纹,裂纹分布受盐晶粒大小及分布均匀性的影响,国外细晶粒盐岩的强度和变形能力均大于国内粗晶粒纯盐岩;纯夹层表面裂纹多产生在几种矿物交杂沉积处,裂纹分布由夹层矿物成分和组成结构决定;含夹层盐岩表面裂纹扩展分布受夹层与盐岩界面过渡形式影响,一般锯齿型交界面裂纹由盐岩部分主裂纹向夹层扩展而成,而过渡分明并含有薄泥层的交界面裂纹由盐岩部分主裂纹和泥层碎散型裂纹汇集扩展而成     

盐岩蠕变相似模型及相似材料研究

相似材料模型试验是研究岩土工程的重要手段之一。基于相似理论,应用量纲分析法,推导考虑盐岩蠕变特性的相似模型,得到相关参数的相似判据,并以不同粒径的工业盐、精铁粉为骨料,环氧树脂、乙二胺为黏合剂构成相似材料,经过大量的材料配比力学试验,得到了一种基本满足金坛盐岩蠕变相似模型要求的材料配比,为开展盐岩地下油气储库建造及运营期的变形、破坏相似材料模型试验打下了坚实的基础     

下刚果盆地盐下构造特征及其对油气成藏的控制作用

摘要：通过对下刚果盆地不同构造部位地震剖面的解释,总结了下刚果盆地盐下构造特征,认为下刚果盆地盐下发育一中央隆起带,该隆起带将下刚果盆地划分为内裂谷带和外裂谷带,大西洋枢纽断裂(带)是中央隆起带和外裂谷带的分界线。内、外裂谷带均发育次级凸起和凹陷,呈“两凸三凹”的构造格局。下刚果盆地盐下隆坳格局控制着烃源岩、储层、盖层的类型和分布范围,控制着油气成藏组合和成藏模式。在上述研究的基础上,指出下刚果盆地盐下油气成藏的主要控制因素为断裂控制的基底构造高部位,下一步勘探方向应以寻找基底构造高垒块为主。     

铵盐镍基电镀金刚石钻头的电化学机理研究及应用

以微机控制电化学分析系统对铵盐镍基胎体镀层的电化学机理进行研究,试验了硫酸镍用量、氯化铵用量、镀液温度和镀液的pH值对镍沉积的影响,结果表明保持镀液适当高的pH值、略低的温度和加入氯化铵,可使镍沉积的极化增大,从而使镀层晶粒变小,结晶致密,且氯化铵的加入没有改变阴极过程的控制步骤。在N iSO4.6H2O 280 g/L,NH4Cl 19 g/L,H3BO335 g/L,十二烷基硫酸钠0.1 g/L;镀液温度45℃±1℃,pH值5.2,电流密度3.6 A/dm^2条件下电镀Φ41/27 mm室内钻头,钻进可钻性Ⅷ级的绢云母化含石英斜长石玢岩,钻进时效平均达到1.94 m/h,钻头的磨损约为0.092 mm/m,与普通镍-钴胎体钻头的使用寿命相差不大;但其钻进时效要比镍-钴胎体钻头高0.18 m/h,即约高10%,为野外生产试验提供了试制钻头的可靠资料和经验。     

焉耆盆地绿洲区近50年地下水文时空变异及水盐演变

以地统计学理论和焉耆盆地绿洲区浅层地下水矿化度不同时期(1960年和2005年)的实测数据为基础,对取得的实测数据进行了半方差函数分析,结果表明:焉耆盆地绿洲区地下水矿化度和埋深在时间和空间上都存在明显的时空变异性.在空间尺度上,地下水矿化度在开都河中下游地区及其两岸灌区有增大的趋势;在时间尺度上,地下水随时间推移向盐化加重方向发展.近50年水盐动态表明焉耆盆地一直处于积盐过程,而绿洲区则处于脱盐过程,盐分都积累在博斯腾湖区,在1982年后转移至孔雀河流域.焉耆盆地地下水盐化态势表明,近年来地下水各项离子质量浓度都在积聚.绿洲区水土资源开发不仅改变了水盐分布,而且也深刻影响了地下水水体.     

岩盐物理力学性质及其工程稳定性应用现状及其展望

在分析国内外有关学者关于岩盐的物理力学性质及其工程稳定性应用研究现状基础上,分别从岩盐物理力学性质、岩盐孔隙度、渗透率、塑性变形能力和损伤恢复等物理特性方面,论述了近年来有关岩盐的短期强度特性、岩盐的蠕变性能、围压作用下的力学特性,以及温度效应对岩盐力学特性影响等有关岩盐工程应用中所表现出的物理力学特性;最后从岩盐在工程应用方面,提出了岩盐及其工程应用的发展方向。     

Testing a 1-D analytical salt intrusion model and its predictive equations in Malaysian estuaries

Abstract

Little is known about the salt intrusion behaviour in Malaysian estuaries. Study of salt intrusion generally requires large amounts of data, especially if 2-D or 3-D numerical models are used; thus, in data-poor environments, 1-D analytical models are more appropriate. A fully analytical 1-D salt intrusion model, which is simple to implement and requires minimal data, was tested in six previously unsurveyed Malaysian estuaries (Kurau, Perak, Bernam, Selangor, Muar and Endau). The required data can be collected during a single day of observations. Site measurements were conducted during the dry season (June–August 2012 and February–March 2013) near spring tide. Data on cross-sections (by echo-sounding), water levels (by pressure loggers) and salinity (by moving boat) were collected as model input. A good fit was demonstrated between the simulated and observed salinity distribution for all six estuaries. Additionally, the two calibration parameters (the Van der Burgh coefficient and the boundary condition for the dispersion) were compared with the existing predictive equations. Since gauging stations were only present in some nested catchments in the drainage basins, the river discharge had to be up-scaled to represent the total discharge contribution of the catchments. However, the correspondence between the calibration coefficients and the predictive equations was good, particularly in view of the uncertainty in the river discharge data used. This confirms that the predictive salt intrusion model is valid for the cases studied in Malaysia. The model provides a reliable, predictive tool, which the water authority of Malaysia can use for making decisions on water abstraction or dredging.

Editor D. Koutsoyiannis; Associate editor A. Fiori     

Computerized database on salt affected soils in western and central India using GIS

Salt affected soils occupy significant areas in western and central India manifested by the arid and semiarid climate, sandy/clayey soil texture, absence of natural drainage, and inadequate infrastructure and irrigation development. These soils are productive following reclamation and appropriate management. The National Remote Sensing Agency, Hyderabad (India) published state-wise maps of salt affected soils in India on 1:250,000 scale using a legend that includes physiography, soil characteristics, and the aerial extent of the mapping units. In the analogue form, voluminous data contained in such maps were difficult to handle by users of varied backgrounds. An attempt was made to prepare a computerized database of salt affected soils for easy access, retrieval, and manipulation of spatial and attribute data useful for management of salt affected soils. The salt affected soils maps were prepared, for Rajasthan, Gujarat, Madhya Pradesh, and Maharashtra states, overlaying digitized layers of SAS polygons and the Survey of India basemap using the ILWIS (Integrated Land and Water Information System) software. GIS was used to prepare a composite (master) database of western and central India that showed the extent and distribution of salt affected soils. A relational database was prepared combining the digitized polygons with soil characteristics such as nature and degree of salinity (presence of higher concentration of neutral salts and neutral soil reaction), sodicity (presence of higher concentration of basic salts and alkaline reaction) and ground coverage. The regional and zonal databases of salt affected soils were prepared at a suitable scale overlaying agro-climatic regions agro-climatic zones. Spatial relation of salt affected soils with physiography, climate, geology, and agro-eco-sub-regions were evaluated employing map calculations in GIS. Saline soils were prevalent in Gujarat, and Rajasthan while sodic soils were dominant in Maharashtra and Madhya Pradesh. These were distributed primarily in the arid (B) plain of Rajasthan, alluvial (A) and coastal (D) plains of Gujarat, and peninsular plain (F) of Maharashtra and Madhya Pradesh. It occupied 2,596,942 ha (78%) in the western (Rajasthan and Gujarat) and 733,608 ha (22%) in the central (Madhya Pradesh and Maharashtra) regions. The SAS occupied 3.3 million ha in the western and central region constituting 50% of the total salt affected soils in India. The saline and sodic soils occupied 2,069,285 ha (62%) and 1,261,266 ha (38%), respectively.     

陈家岭钒矿选矿工艺试验

采用钙法氧化焙烧——酸浸的方法从钒矿石中浸出钒,克服了钠化焙烧过程中产生的H2S、Cl2,实验了矿石物料粒度、氧化钙添加量、焙烧温度、焙烧时间、漫出温度、浸出时间、酸的浓度、浸出液固比对浸出率的影响,获得了88％的浸出率。实验表明,焙烧温度、酸的浓度、浸出温度、浸出时间、液固比是影响钒浸出率的重要因素。