LGZ系列全液压多功能桩机及其在多种工法的应用          下载免费PDF全文

王玉吉  刘珂  夏小兴  王国伟  侯庆国 《探矿工程》2020,47(11):88-94

LGZ系列全液压多功能桩机拥有可轴向滑移主动钻杆、大扭矩中空式回转动力头和双筒同步卷扬机3项专利技术,具有施工安全、一机多能、传动平稳高效等技术优势。本文介绍了该系列桩机的性能参数、技术特点,及其在螺杆桩、螺旋挤土桩、水泥土搅拌桩、长螺旋钻孔灌注桩、大直径长螺旋钻孔桩等5种工法中的应用。实践证明,LGZ系列全液压多功能桩机可以满足多种桩基工法施工需求,并可扩展到更多工法应用。  相似文献   

土耳其卡赞天然碱矿溶采对接井质量控制措施          下载免费PDF全文

张正元  涂运中  刘海翔  刘广  王万 《探矿工程》2020,47(8):77-84

土耳其卡赞天然碱矿水溶采卤对接井施工项目技术规范中对工程质量的要求非常严格。由于矿区地质构造复杂、地层倾角大、含水层多等原因,易出现直井易斜、岩心采取率低、固井质量差,水平对接井轨迹控制难等问题。针对这些问题,在前期施工经验的基础上,通过调查研究、方案优选等手段,分别提出了针对性的措施,有效地解决了这些钻井难题,优化了钻井工艺,从而保证了施工质量,加快了施工进度。该项目钻井质量控制成果对于今后类似工程的施工具有一定的借鉴意义。  相似文献   

巴丹吉林沙漠湖泊及其下游地下水同位素分析   总被引：37，自引：3，他引：37       下载免费PDF全文

陈建生  凡哲超  汪集旸  顾慰祖  赵霞 《地球学报》2003,24(6):497-504

本文通过环境同位素水化学等分析方法研究了祁连山北侧、龙首山、巴丹吉林沙漠、古日乃、拐子湖和额济纳盆地的泉水和井水的来源 ,揭示了巴丹吉林沙漠等下游地区的地下水来自于祁连山降水的补给 ,平均补给高程为 330 0m ,祁连山顶部存在大片裸露的灰岩地层 ,雪水融化后沿着喀斯特地层或山前大断裂补给到深部 ,穿过龙首山直接补给到巴丹吉林沙漠及其下游地区 ,在沙漠湖泊中发现的钙华与钙质胶结证明地下水经过了石灰岩地层 ,承压水通过越流补给到浅部含水层 ,通过蒸发量计算得到的地下水补给量接近 6× 10 8m3 /a,承压水中地下水的年龄为 2 0～ 30a。  相似文献   

Quartz cementation in Late Cretaceous mudstones,northern North Sea: Changes in rock properties due to dissolution of smectite and precipitation of micro-quartz crystals     

Brit Thyberg  Jens JahrenTurid Winje  Knut BjørlykkeJan Inge Faleide  Øyvind Marcussen 《Marine and Petroleum Geology》2010

Late Cretaceous mudstones from two wells located in the northern North Sea and the Norwegian Sea have been examined with respect to quartz cement. Two different types of quartz cement (Type 1 and Type 2) have been identified using SEM/EDS/CL-analysis of drill-bit cuttings at depths 2370–2670 m (80–85 °C). Type 1 appears as relatively large aggregates (30–100 μm) of depth/temperature related crypto- or microcrystalline to macrocrystalline irregular quartz cement formed by local re-crystallization of biogenic silica. The CL-responses of Type 1 quartz cement give a clear indication of an authigenic origin. Type 2 quartz cement represents relatively high amounts of extremely fine-grained micro-sized (1–3 μm) crystals embedded as discrete, short chains or small clusters/nests within the illitized clay matrix. The CL-responses of micro-quartz crystals indicate an authigenic origin. The micro-quartz is most probably sourced from silica released during the smectite to illite dissolution–precipitation reaction. The petrographic evidence indicates that most of the silica released by the smectite to illite reaction has not been exported out of the mudstones. The silica released produce a subtle inter-connected micro-quartz network interlocked with aggregates of micro-quartz and authigenic clay crystals. This micro-quartz cementation process causes a significant and sharp change in the mudstone stiffness at the onset of the chemical compaction regime. This is indicated by an abrupt increase in well log velocity (Vp) and change in seismic facies close to 2500 m (80/85 °C).  相似文献   

Clay mineral diagenesis and quartz cementation in mudstones: The effects of smectite to illite reaction on rock properties   总被引：1，自引：0，他引：1  

Christer Peltonen  Øyvind MarcussenKnut Bjørlykke  Jens Jahren 《Marine and Petroleum Geology》2009

The Late Cretaceous to Early Tertiary sequence of the Vøring and Møre Basins from the Norwegian Sea has been examined with respect to mineralogy based on 319 cutting samples from five wells. A clear relationship between mineralogy and well log data is demonstrated. A significant change with respect to velocity, porosity and density occurs within the depth interval corresponding to 80–90 °C. At shallow depths/temperatures (<2.0 km/70 °C), compaction is mainly mechanical and the physical properties are similar to what has been measured by experimental compaction of mudstones. At greater depths, however, the log derived velocities and densities are higher than those produced by experimental compaction indicating significant chemical compaction. XRD analyses show a progressive alteration of smectite to illite (S–I) within this depth/temperature interval which results in the release of significant amounts of silica into solution. Detrital silt and fine-grained quartz showed no secondary quartz overgrowths. These grains are isolated within a clay matrix and surrounded by clay minerals, thus limiting the available surface area and pore space for quartz overgrowths. Chemical analyses (XRF) indicate that silica is conserved within this depth interval, and the amount released from S–I alteration was locally precipitated. Field emission gun-scanning electron microscopy (FEG-SEM) and cathode luminescence (CL) identified authigenic micro-crystalline quartz cement within the clay matrix at temperatures above ∼85 °C. This is accompanied by an increase in velocity and density indicating that the S–I reaction and the precipitation of authigenic quartz caused a significant change in the rock stiffness.  相似文献   

Study of elastic-plastic damage model of cement consolidated soil with high organic content     

CHEN Hui'e  WANG Qing  CAI Keyi.College of Construction Engineering  Jilin University  Changchun  China .Highway Management Station of Jiangning District in Nanjing City  Nanjing  China 《东北亚地学研究》2009,12(1):17-21

On the basis of elastic-plastic damage model of cement consolidated soil, the authors took organic contents into reasonable damage variable evolution equation in order to seek relation between the organic contents and parameters in the equation, and established the elastic-plastic damage model of cement consolidated soil considering organic contents. The results show that the parameters change correspondingly with difference of the organic contents. The higher the organic contents are, the less the valves of the parameters such as elastic modulus （E）, material parameters （K, n） and damage evolution parameter （ε） become, but the larger strain damage threshold value （εd） of the sample is. Meanwhile, the calculation results obtained from established model are compared with the test data in the condition of common indoors test, which is testified with reliability.  相似文献   

水泥搅拌桩快—慢静荷载法承载力对比试验回归分析     

程俊贤  黄文通 《浙江国土资源》2000,(1)

水泥搅拌桩快速荷载法与慢速荷载维持法对比试验回归分析的数学模型 ,目前尚未有文献专门报导。该文通过多组同一桩上的单桩和单桩复合地基承载力的快、慢荷载法对比试验 ,应用数学回归分析方法 ,建立数学模型 ,使快速法取代慢速法荷载试验成为可能。且在工程实践中已取得明显的效果  相似文献   

外掺Cl对磷酸镁水泥离子溶出和孔结构的影响          下载免费PDF全文

董飞  周永全  董金美  文静 《盐湖研究》2021,29(2):20-28

通过测试不同Cl-(NaCl)掺量磷酸镁水泥(MPC)浸取液中离子浓度及MPC硬化体的孔结构和吸水率,研究了Cl-掺量和浸取时间对MPC硬化体平均孔径、孔隙率、孔径分布、孔体积分布、吸水率、MPC浸取液中Cl-、Na+、OH-、Mg2+、PO43-和K+浓度的影响,结果表明外掺Cl-对MPC孔结构、离子溶出及吸水率有显...  相似文献   

氯氧镁胶凝材料中总氯离子的测定:(Ⅱ)分析方法的比较与评价          下载免费PDF全文

李颖  余红发  董金美  王梅娟 《盐湖研究》2011,19(4):38-42

氯氧镁胶凝材料中的总Cl-含量是衡量产品吸潮、返卤和泛霜性能的关键指标之一。分别用重量法、CNS14164方法以及用甘油保护沉淀和过滤分离沉淀的Volhard法测定了5个MOC样品中的总Cl-含量;并以重量法的测定结果为基准,比较和评价了其余3种分析方法。结果表明,CNS 14164方法主要由沉淀转化引起负误差,该方法受随机误差的影响较大;用甘油保护沉淀后,测定的精密度和准确度提高,测定结果的相对误差为-0.24%,该方法可替代CNS14164方法;过滤分离沉淀后,分析结果受随机误差的影响较小,但该方法存在较大的系统误差,测定结果的相对误差为1.43%。  相似文献