劲芯水泥土桩复合地基工程性能数值分析

劲芯水泥土桩是在水泥土桩成桩后, 将小直径的混凝土芯桩插入水泥土桩中, 形成一种混凝土芯与水泥土共同工作的新型复合材料桩, 特别适用于深厚软土地区的路基处理工程。目前针对劲芯水泥土桩复合地基的研究大多集中在刚性基础下单桩或单桩复合地基的工程性能, 对于其在柔性基础下的力学特性研究成果较少。本文采用有限单元法研究了路堤荷载下劲芯水泥土桩的工程性能。首先, 通过与现场实测数据的对比分析验证了模型的可靠性, 而后基于验证后的数值分析模型, 开展了路堤荷载下劲芯水泥土桩复合地基工程性能相关影响因素的研究, 包括芯长比、含芯率和桩间距。研究发现, 增大芯长比、减小桩间距能够有效减小地基沉降, 并在一定程度上增大荷载分担比。本文的研究成果对于劲芯水泥土桩的工程应用具有一定的指导价值。     

Analysis of resistance factors for LRFD of soil nail pullout limit state using default FHWA load and resistance models

Abstract

Resistance factors for load and resistance factor design (LRFD) of pullout limit state of both permanent and temporary soil nails are calibrated against a wide design space using the current Federal Highway Administration (FHWA) nail load and resistance models. The calculated resistance factors were shown to scatter broadly among design scenarios that differ in wall face batter, soil friction angle, nail ultimate bond strength, and surcharge live load. An important lesson learned from the analysis results is that the current practice of using a single resistance factor for LRFD of nail pullout limit state could not result in uniform reliabilities across different design scenarios. Simple artificial neural network (ANN) models were developed for computation of resistance factors. Design examples demonstrated the ability of the ANN models in providing resistance factors that yield satisfactory and consistent reliabilities in different nail pullout designs.     

大气负荷对新疆地区地壳形变和地面重力变化的影响

基于ECMWF全球大气模型和中国地面气候资料日值数据集中新疆及周边的气象站气压数据,根据弹性地壳形变理论,采用移去-恢复法,利用负荷格林函数法和球谐函数法,计算新疆及周边区域2011～2015年大气负荷变化对地壳垂直、水平形变的影响,同时采用大气导纳方法计算大气变化对地面重力的影响。结果表明,大气负荷对新疆地区垂直形变的影响达到cm级,对地面重力的影响可达10μGal;大气负荷影响具有明显的季节性。     

侧边界融化对北极海冰影响的数值模拟

对NCAR CSIM5 海冰模式中海冰侧边界融化参数化方案进行了详细阐述,并利用CSIM5模式模拟了侧边界融化对北极海冰厚度和海冰面积变化的影响,试验结果表明：（1）侧边界融化热力过程会增大海冰厚度和海冰面积的消融,海冰厚度消融最明显的区域分布在西伯利亚海和格陵兰海,海冰面积消融最明显区域分布海冰边缘地区;（2）侧边界融化过程对夏季海冰厚度影响比冬季更为明显,而对冬季海冰面积的影响要比夏季更为明显;（3）侧边界融化方案能更好地模拟出海冰面积的季节性变化;（4）海水表面温度（SST）是影响海冰侧边界融化过程的重要因子,侧边界融化率的大值区分布在SST零度线附近的狭窄区域。     

SAR重构分辨率对海冰侧向融化量预测影响研究

利用RADASAT-2的海冰SAR图像,分别采用Prewitt、Sobel和Canny边缘检测算子计算图像范围内的海冰周长,分析不同图像分辨率、不同边缘检测算子分别对周长计算结果产生的影响。结合冰层侧向融化速率参数化方案进行了海冰侧向融化温度敏感性模拟实验,分析了图像重构分辨率对海冰侧向融化结果的影响。结果表明：海冰破碎程度不同时,对应不同的最佳边缘检测算子和最佳分辨率;仅考虑侧向融化时,随着温度升高,3种算子模拟的海冰面积融化趋势基本一致,均呈指数型增加,Prewitt算子模拟效果最好,对应的最佳重构分辨率为30 m×30 m、65 m×65 m和155 m×155 m。     

自升式钻井平台悬臂梁负荷试验方法研究

悬臂梁负荷试验是自升式钻井平台建造完工交付使用之前的关键试验项目之一.以200 ft自升式钻井平台“海洋石油923”为例,针对悬臂梁负荷试验方法做出了探索研究,试验结果表明,此方法行之有效,具有操作简便,安全可靠的优点,为其它类似工程项目的顺利实施提供了宝贵的经验和借鉴.     

Research on method of pressure grouting piling of driven tube

The pressure grouting pile of driven tube can improve the load bearing capacity of the single pile from the mechanism of pressure grouting pile of driven tube.On the basis of analyzing the mechanism,the authors designed the machines and tools of pressure grouting,determined the operating manufacture and technology parameter on the pressure grouting secondly.The result shows that the pressure grouting pile of driven tube not only changes the pile type but also reduce the length of the pile and its engineering cost,it enhances the load bearing capacity of single pile an the same time.     

Model Test of Sand Restraining Force on Pipeline

This paper describes the model tests for determining the axial friction and the lateral resistance of sand to pipeline by using fine sand and prototype pipeline, and the calculation method based on limit analysis theory is verified. The effect of cyclic loading is considered in the test.     

Role of piles in mitigating the movement of pipes in soft grounds during embankment loading

Abstract

Pipes buried in soft ground can be damaged due to the vertical and lateral movement of the ground during the construction of the embankment. To investigate such a movement of the soft ground, full-scale tests using embankment piles and stabilizing piles were conducted for 70?days. A pile-supported embankment has been used to reduce the deformation of soft ground by transferring the embankment load through piles to the firm layer below the soft ground, whereas stabilizing piles have been employed to resist the lateral earth pressure that is induced in soft ground by embankment loads. The Coupling Area (CA), which was defined as the quantitative index to determine the resistance effect of both settlement and lateral flow of the soft ground when the embankment was reinforced, is adapted. The analysis results of the CA indicate that the piled embankment was more effective for preventing the damage to buried pipe installed near the embankment, while the stabilizing piles had almost the same effect as the piled embankment when the pipe was buried far away from the embankment.