流塑淤泥地层深基坑钢板桩围堰位移突变原因分析及处理          下载免费PDF全文

杨勇  詹元林 《探矿工程》2020,47(3):69-74

广东省珠海市洪鹤大桥主墩承台位于珠江西江流域的流塑状淤泥地层，采用钢板桩围堰进行基坑支护，基坑开挖过程中，钢板桩围堰发生较大的变形。经详细分析，发现导致事故的主要原因有地下水位持续升高导致土体力学性能显著下降、边跨侧钢板桩长度不足、基坑边缘集中荷载过大、施工控制不严、内支撑体系施工精度不足等。为了确保深基坑支护的安全，在全面分析总结了钢板桩围堰变形原因的基础上，结合实际情况，采取了增设穿透淤泥质土层的钢管桩围堰、加强内支撑体系等加固处理措施，并在实施过程中进行持续监测，最终安全地完成了基坑工程的施工。  相似文献   

水源钻机在超深土层绳索取心钻进中的应用          下载免费PDF全文

杨联锋  段云星 《探矿工程》2020,47(11):44-50

山西省清徐县区域地质调查项目设计800、2000、3000 m科学钻探孔，以调查填补新生界底板埋深控制空白区，各孔钻入基岩30 m完钻。要求全孔取心，岩心采取率≮85%，岩心直径≮60 mm，采用塑料保护管采取原状岩样。针对超深软土层、各组地层特性及厚度未知、钻遇基岩完钻深度未知、大直径高保真全孔取心、项目价格远低于目前市场成本等难题，经过“水源钻机+大提钻取心+长裸眼孔段”实施800 m孔、“岩心钻机+绳索取心+套管固井”实施640 m参数对比孔，创新性使用“水源钻机+绳索取心+长裸眼孔段”工艺完成了2000 m孔的施工。该工艺岩心采取率达到93%，孔径和孔斜符合地质要求，为3000 m孔顺利施工打下了坚实的基础，为同类型项目提供了经验和借鉴。  相似文献   

车载移动测量系统大比例尺测图精度控制研究     

李俊  王永红  吴波  侯兴泽 《测绘与空间地理信息》2020,(3):101-103

车载移动测量系统作为一种先进的测绘技术,已广泛应用于大比例尺测图项目中。SSW车载激光建模测量系统能够快速、高效、精确地完成大比例尺测图数据采集、处理等工作。不同比例尺对精度的要求不一样,而本文选择若干试验区,探讨不同的数据采集与处理方式对精度的影响,然后制订相应的精度控制方案,提高数据的精度,满足1∶1 000比例尺测图要求。  相似文献   

利用BDS与无人船进行污染源分析及处理     

姜沣珊  岳中杨  程俊颖  赵泽阳 《测绘通报》2020,(2):155-159

在大数据的背景下，充分利用北斗卫星导航系统（BDS）的定位功能，以无人船作为用户端，在水质数据采集和污染源位置的问题中积极探索新的实践方案，迅速、准确地找到污染源，减少河流污染物污染的时间，且无人船上装有净化模块，在发现污染时可作简易处理。在无人船上安装水质分析仪，水质分析仪的传输模块中安装经给防水处理的北斗卫星定位芯片和WiFi数据传输器，进而对河流的污染物种类及浓度进行分析，并采用大数据的计算方法，计算出污染源位置，向云平台反映污染源位置分析结果与污染物处理方法。通过BDS，将数据按照位置区域划分，并将能到达污染源的最短路径发送到处理人的移动设备上。本文通过对基于BDS定位的水质污染监测可视化系统进行分析，以期迅速找出污染源，减少水质污染现象的发生。  相似文献   

Species Diversity Characteristics of a Natural Pinus taiwanensis Community with Different Diameter Classes and Forest Densities     

WANG Yang  JIANG Xiongbo  WU Dezhi 《资源与生态学报(英文版)》2020,11(4):349-357

Pinus taiwanensis is a species endemic to China. This study selected four typical plots of Pinus taiwanensis in the natural secondary forest around Macheng City, in order to reveal the characteristics of and the relationships between different diameter classes (determined based on the diameter at breast height or DBH), forest densities and species diversity, as well as the similarities of species diversity of different plots within the community. The result showed that Pinus taiwanensis was the dominant species in the community. The ratio of Pinus taiwanensis trees of diameter class IV reached a peak of 19.46% of the total followed by diameter class VII at 18.92%. The study recorded 156 species of vascular plants from 130 genera of 71 families; Pinus taiwanensis was the dominant species in the community. When the forest density was 1200 trees ha ^-1 with the largest average diameter of DBH=36.779±4.444 cm, the diversity (Shannon index H'=1.6716) and the evenness (Pielou index E=0.6727) of the tree layer was the highest. When the forest density reached 1525 trees ha ^-1 with the lowest average diameter of DBH=18.957±5.141 cm, the richness (D_ma=5.4308), the diversity (H'=2.9612) and the evenness (E=0.8985) of all shrub layers climbed to the maximum. When the forest density was 1325 trees ha ^-1, the richness (D_ma=5.8132), the diversity (H'=3.0697) and the evenness (E=0.9025) of all herb layers peaked. In terms of vertical structure, the average diversity indexes were herb layer>shrub layer>tree layer. High canopy density weakened light intensity in the community, causing a reduction in the species diversities of herbs and shrubs. The average similarity coefficient between the sample plots was 0.3356, which was at the medium dissimilarity level. External disturbances and improper management were major contributors to the low species diversity of the community. The implementation of scientific management measures is urgently needed to optimize the forest structures of Pinus taiwanensis, create a benign community environment, and promote species diversities and establish a stable forest community structure.  相似文献   

凸轮型冲击旋压钻头成孔机理研究          下载免费PDF全文

博坤  孙思远  张永光 《探矿工程》2020,47(11):77-82

挤密钻头是潜孔锤冲击挤密钻进技术的关键所在，其结构形式直接影响着钻进效率、成孔质量和应用效果。应用非线性有限元理论，对动载荷作用下土体的弹塑性和压缩性的变化规律进行了分析。研究发现，常规钻头在冲击挤密钻进过程中产生的桩效应是导致钻进效率降低的主要原因。为了克服桩效应的影响，利用ANSYS/LSDYNA软件对阶梯式钻头和凸轮旋压钻头的钻进过程进行数值模拟分析，并通过实钻试验进行验证。数值模拟分析和试验结果均表明：凸轮旋压钻头能够有效避免钻进过程中土体回弹问题，降低桩效应对钻进效率的影响。试验结果与模拟结果相吻合，表明数值模拟的结果相对可靠。  相似文献   

海上风电场高桩承台群桩基础平台的设计研究     

王淼  武东宽  李近元  祝亮  陈晓军  刘建民  赵乐川 《海洋科学》2020,44(10):114-120

针对国内海上风电基础设计没有统一的规范及标准，为提升海上风电基础设计建设的水平，通过对东南沿海某海域海上风电基础的设计进行了有限元计算分析论证，验证了群桩高承台结构设计方案的设计方法和设计参数。分析结果表明该设计的最大应力主要发生在塔筒底座与承台接触部位及钢管桩与承台连接段，应在连接部位加强措施处理；基础竖直位移较小，水平位移相对较大；分界部位应力较集中，刚度不能顺畅过渡，可考虑填充碎石土等方法加强。本研究对海上风电基础设计技术的研究与探索，可为将来制定中国海上风电行业标准提供可靠的依据，对中国未来大批量的海上风电能源的开发有着重要意义。  相似文献   

Flexural performances of prestressed high strength concrete piles reinforced with hybrid GFRP and steel bars     

Ping Wu  Yang Guo  Dayong Zhu  Weiliang Jin  Zhenhua Zhang  Rongzhu Liang 《Marine Georesources & Geotechnology》2020,38(5):518-526

Abstract

This study developed prestressed high-strength concrete (PHC) piles reinforced with high-strength materials (glass fiber-reinforced polymer (GFRP) bars) for flexural performance enhancement. Flexural strengths and behaviors of PHC piles reinforced with hybrid GFRP and steel bars were experimentally investigated, respectively. Large-scale specimens with total lengths of 12,000?mm and diameters of 600?mm were constructed and tested under bending, accompanied by evaluation of effects of non-prestressed reinforcement type and longitudinal reinforcement ratio. J-factors were calculated to evaluate deformability of all the specimens. PHC piles reinforced with GFRP bars were demonstrated to have much higher flexural capacity than those reinforced with steel bars. Moreover, strains at the midspans of cross sections of all the specimens basically conformed to the assumption of plane section. Failure of PHC piles reinforced with GFRP bars was attributable to gradual concrete crushing, while that of PHC piles reinforced with steel bars resulted from steel yielding. Results of this study were expected to provide theoretical basis for wide engineering applications of PHC piles reinforced with hybrid GFRP bars and steel bars in marine structures.  相似文献   

多层砂土地基扩底桩单桩抗压模型试验及颗粒流模拟研究     

李飞  杨俊杰  宋琦  孙涛 《中国海洋大学学报(自然科学版)》2020,(2):116-125

利用室内半模试验和颗粒流数值模拟,揭示多层砂土地基扩底桩单桩抗压承载特性及变形特征。结果表明,通过对比分析极限承载力与H_h/D(持力层厚度与扩大头直径之比)的关系可以看出,单桩的抗压极限承载力随H_h/D逐渐增加,当H_h/D超过2.0时,极限承载力基本不再增加,此时的单桩抗压极限承载力稳定在300.01~303.25 N,是H_h/D=0.5时极限承载力(183.83 N)的1.65倍。扩大头下部土体发生局部压缩-剪切破坏,破坏面从扩大头底面边缘向斜下方扩展,在水平方向影响范围达到最大后逐渐向桩内侧收缩;荷载作用越大,地基破坏区域越大,相应的极限抗压承载力也越大;持力层厚度增加,扩大头分担的荷载比例增大,分担的荷载达到稳定需要的桩顶位移也越大,H_h=0.5 D试验扩大头分担的荷载比例稳定时为60%,对应的桩顶位移约为29 mm;桩顶位移达到33 mm后,H_h=1.0~3.0 D试验稳定在63%~65%之间;通过细观颗粒流理论对砂土移动特性的研究发现,持力层厚度从0.5 D增大至2.0 D,破坏面的起始扩展角度从31°增大至42°。数值模拟研究结果与模型试验数据吻合效果良好,证明该方法分析多层砂土地基扩底桩单桩抗压荷载传递机理是可行的。  相似文献   

无人机大比例尺测图像控点布设方案设计     

袁德宝  张新新  周振青  任兴达 《北京测绘》2020,(4):523-527

随着无人机技术的快速发展,无人机航空摄影测量的精度也大大改善,以无人机为平台低空摄影测量大比例尺地图成为可能。本文以旋翼无人机搭载非测量型相机,通过布设不同数量像控点进行分析和研究,得到无人机摄影测量在农村地区像控点布设规律。结果证明在合理像控点布设的情况下,无人机测图数字成果空中三角测量、平面和高程精度均可满足1∶500、1∶1000、1∶2000大比例尺地形测图的精度要求。  相似文献