Influence of large-diameter pipe pile driving on surrounding marine soils and adjacent submarine pipelines

Abstract

With the large-scale development and utilization of ocean resources and space, it is inevitable to encounter existing submarine facilities in pile driving areas, which necessitates a safety assessment. In this article, by referring to a wharf renovation project as a reference, the surrounding soil response and buried pipe deformation during pile driving in a near-shore submarine environment are investigated by three-dimensional (3D) numerical models that consider the pore water effect. Numerical studies are carried out in two different series: one is a case of a single pile focusing on the effect of the minimum plane distance of the pile–pipe, and the other is a case of double piles focusing on the effect of the pile spacing.     

江汉盆地东部早中生代沉积地层碎屑云母成分:对大别高压-超高压岩石暴露作用的约束

碎屑白云母是碎屑岩中常见的、来自源区的稳定成分,可以用来指示源区性质,多硅白云母是碰撞造山高压-超高压变质岩石的特征矿物。对大别造山带同造山期沉积而成的江汉盆地东部上三叠统-中侏罗统砂岩碎屑白云母化学成分研究表明:上三叠统该区地层砂岩中碎屑白云母多以低硅白云母(Si<3.2)为特征,暗示此时大别造山带高压-超高压岩石很可能没有出露地表;自下侏罗统开始,砂岩中碎屑白云母中多硅白云母(Si>3.3)大量出现,中侏罗统砂岩多硅和低硅白云母发育,表明大别高压-超高压岩石在早侏罗世即已出露地表并经剥蚀搬运至盆地。这一结果从沉积学角度为约束高压-超高压岩石的折返时序和大别造山带演化提供了新的资料。     

基于扇形筛选法的矢量数据压缩方法

针对具有预测功能的矢量数据压缩方法效率低下的问题,提出一种基于扇形筛选法的矢量数据压缩方法。在预测区域内利用扇形筛选法,能显著减少待选点,从而提高压缩效率。实验结果证明,该方法的效率与改进前方法相比提升了30%~40%。此外,与传统的Douglas-Peucker算法相比,该方法在相同阈值下可以得到更大的压缩比,且在较小阈值下具有更高的计算效率。     

基于动力触探的砾性土液化判别方法通用性研究

能量传递率是衡量贯入类试验锤击效率的一个重要指标。国外对这一指标需要进行现场实测,进而修正贯入试验的锤击数,建立评价场地承载力、液化势等特性的标准化锤击数。国内规范中,则较少考虑贯入试验的锤击能量传递率的问题,且缺少现场试验测试数据,导致基于贯入类试验锤击数的地基评价方法难以与国外标准进行横向对比。为解决这一问题,选取川滇地区西昌地震实验场的3个勘察试验点。采用能量测试仪实测标准贯入试验能量传递率,研究我国常规SPT试验装置锤击效率,并评价其稳定性。试验实测结果显示,现场标准贯入试验的锤击能量传递率均值基本超过75%。能量传递率随着贯入深度的增加稍有增加,地表下20 m范围内增长幅值为10%左右。试验结果可为评价我国常规SPT试验设备的锤击效率提供依据。     

基于交互多模型的水下目标跟踪方法

According to the requirements of real-time performance and reliability in underwater maneuvering target tracking as well as clarifying motion features of the underwater target, an interacting multiple model algorithm based on fuzzy logic inference （FIMM） is proposed. Maneuvering patterns of the target are represented by model sets, including the constant velocity model （CA）, the Singer mode~, and the nearly constant speed horizontal-turn model （HT） in FIMM technology. The simulation results show that compared to conventional IMM, the reliability and real-time performance of underwater target tracking can be improved by FIMM algorithm.     

末次冰盛期-全新世东海陆坡滑塌沉积的地质年代与沉积学证据

基于东海陆坡区OT12-01孔长度为5.35 m沉积物AMS 14C测年、高分辨率粒度分析和XRF岩芯元素扫描数据,识别出了末次冰盛期(LGM)至全新世期间发生的多次滑塌事件。研究发现,OT12-01孔全新世晚期沉积层缺失,LGM至全新世期间呈现AMS 14C年龄模式频繁倒转、沉积物粒度、元素比值垂向上多处突变或"错动"等特征,保存了LGM至全新世非连续的沉积记录。OT12-01孔沉积物主要来源于低海平面时期的长江/黄河物质,OT12-01孔是由中国大陆陆源物质在东海陆架经水动力分选,细颗粒被搬运至东海陆坡后,发生多次滑塌形成。LGM时期物源供给是OT12-01孔形成滑塌沉积的重要因素,末次冰消期海平面快速上升可能是高频滑塌沉积的触发原因,而低海平面时期甲烷水合物溢出、频繁的地震和火山喷发可能是海底滑坡作用发生的诱因。     

Ratioֵ�ۻ�����̬����ȷ��GNSS˫��ģ����

??LAMBDA????????GNSS????????????????????????????????????????????????????????????????????????Ratio??????????????????Ratio?????????????????????L1??L2?????λ????????????????????÷?????????????????????????????????????????????????????????     

利用重力多尺度分解资料反演青藏高原东北缘地壳厚度

通过重力异常分解模型,选用小波基函数“bior3.7”,分解得出青藏高原东北缘布格重力异常资料的小波4阶近似成分,利用其主要由莫霍面产生的布格重力异常,以6条人工地震剖面信息做初始控制条件,反演得出青藏高原东北缘的地壳厚度。     

Comparative Analysis of Seismic Response Characteristics of Pile-Soil-Stnicture Interaction System

The study on the earthquake-resistant performance of a pile-soil-structure interaction system is a relatively complicated and primarily important issue in civil engineering practice. In this paper, a computational model and computation procedures for pile-supported structures, which can duly consider the pile-soil interaction effect, are established by the finite element method. Numerical implementation is made in the time domain. A simplified approximation for the seismic response analysis of pile-soil-structure systems is briefly presented. Then a comparative study is performed for an engineering example with numerical results computed respectively by the finite element method and the simplified method. Through comparative analysis, it is shown that the results obtained by the simplified method well agree with those achieved by the finite element method. The numerical results and findings will offer instructive guidelines for earthquake-resistant analysis and design of pile-supported structures.