Field Study on the Behavior of Destructive and Non-Destructive Piles Under Compression     

Qian-qing Zhang  Shu-Cai Li  Li-Ping Li 《Marine Georesources & Geotechnology》2013,31(1):18-37

This paper presents a series of full-scale load tests on long bored piles instrumented with strain gauges along the shafts, including eight field tests of piles loaded to failure and one non-destructive pile load test. The load-displacement response, skin friction, end resistance, and the threshold of the pile-soil relative displacement for fully mobilizing skin resistance were discussed. A simple softening model was proposed to describe the degradation behavior of the skin friction along the pile-soil interface and the load-displacement relationship developed at the pile base. It is found that the shaft resistance degradation investigated in the non-destructive load test only occurs at a shallow depth, and the skin friction of deeper soil is not fully developed. However, unlike the results of the non-destructive load tests, the softening is accompanied by a reduction in skin friction and observed to be along the whole pile depth. The thresholds of pile-soil relative displacement for fully mobilizing skin resistances in different soils have been found to be in the range 0.6% to 2.4% of the pile diameter. Moreover, in practical applications, a bilinear model is assumed to be feasible in analyzing the load-settlement relationship developed at the end of non-destructive pile, whereas the load transmission curve of the soils below the pile base corresponds to a softening model in the field tests of piles loaded to failure.  相似文献   

Field and Theoretical Analysis on the Response of Destructive Pile Subjected to Tension Load     

Qian-Qing Zhang  Shu-Cai Li  Li-Ping Li 《Marine Georesources & Geotechnology》2013,31(1):12-22

Most field tests are carried out using working piles for verification purposes in China, and loading tests are terminated before achieving true pile capacity. In this work, two full-scale destructive loading tests on tension piles instrumented with strain gauges were conducted to capture true pile capacity. The load-displacement response, load transfer, and threshold of the pile-soil relative displacement for fully mobilizing skin resistance in the uplift case were discussed. It was found that the shaft resistance degradation is observed to be along the pile depth with a reduction factor of 0.905 to 0.931, and the thresholds of pile-soil relative displacement for fully mobilizing skin resistance of the tension pile in different soils are found to be in the range 0.67% to 1.34% of the pile diameter. Based on the field test results, a simple softening model was proposed to describe the degradation behavior of skin friction along the pile-soil interface. Further study was conducted to assess the influence of the threshold of pile-soil relative displacement for fully mobilizing skin friction and the reduction factor on the skin friction. As to the analysis of the response of single pile subjected to tension load, a highly effective iterative computer program was developed using the proposed skin friction softening model. Comparisons of the load-settlement response for the well-instrumented tests were given to demonstrate the effectiveness and accuracy of the proposed simple method.  相似文献   

刺参(Apostichopus japonicus)腐皮综合症发生相关蛋白的分离与鉴定   总被引：1，自引：0，他引：1  

张鹏  李成华  李晔  苏秀榕  金春华  李太武 《海洋与湖沼》2013,44(3):741-746

采用比较蛋白质组学的方法,对2011年10月20日取自辽宁省普兰店室内养殖厂腐皮综合症刺参和健康个体肠组织中差异表达蛋白进行了研究。结果表明,在优化的电泳条件(80μg脱盐蛋白、pH4—7[NL,13cm]的IPG预制胶条)下,共检测到约700个蛋白质点;表达量差异两倍以上的蛋白点51个,最大表达差异比率为4.32;对其中重复性一致的30个差异点进行质谱鉴定,成功鉴定了23个差异蛋白,包括铁蛋白,过氧化氢酶,泛素相关修饰子3,细胞色素氧化酶和肌动蛋白等;进一步扫描实验室完成的刺参转录组数据,筛选了过氧化氢酶和泛素相关修饰子3的EST序列。本研究是蛋白层面上刺参腐皮综合症发生机制的有效尝试,研究结果为进一步认识该疾病的发生机制提供了参考。  相似文献   

桩基内力长期监测中的蠕变影响分析     

刘争宏  郑建国 《岩土力学》2013,34(5):1391-1396

以黄土地区桩基浸水试验为代表的桩身内力长期监测过程中,桩身混凝土除发生弹性应变外还会发生蠕变,以往工作中往往忽略了混凝土在轴力长期作用下蠕变对测试结果的影响,但蠕变真实存在,它对内力测试结果的影响程度以及如何消除其影响值得研究。根据现场实测试验资料对比分析表明,长时间的桩基内力测试应考虑桩身蠕变的影响;基于混凝土蠕变的相关理论,推导了从实测应变中扣除桩身蠕变的公式;从消除蠕变影响角度分析了黄土桩基浸水试验中应采取的措施,其关键技术是控制试验桩的混凝土强度等级,在桩顶附近设置标定段,并保持标定段混凝土的温度和湿度恒定,且与下部桩体一致,获得具有代表性的蠕变度函数曲线。  相似文献   

现浇X形桩桩承式加筋路堤三维有限元分析     

陈力恺  孔纲强  刘汉龙  金辉 《岩土力学》2013,34(Z2):428-432

桩承式加筋路堤在高速公路软基处理中得到了广泛应用,但目前对其承载变形机制还缺乏深刻认识。结合南京长江第四大桥北接线段软基加固工程,基于数值方法对现浇X形桩桩承式加筋路堤中桩土沉降、桩土应力、桩身轴力及超静孔隙水压力的发展变化规律进行了分析。研究结果表明,受土拱效应影响,路堤填筑荷载主要由桩体承担,桩及桩间土土压力在路堤填筑过程中均逐渐增大,在软基固结过程中,桩顶土压力继续增大而桩间土土压力逐渐减小,最终趋于各自的稳定值;路堤填筑过程中桩身轴力增长较快,现浇X形桩桩身上部较大部分区段存在负摩阻力,桩身中性点位置经历了先逐渐上移、而后向下移动,最终趋于稳定的过程。  相似文献   

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王海江  吴秀芸 《大地测量与地球动力学》2012,32(6):144-147

???360???????????????????????????????????????????????·???????????в???????????????????????YCbCr???????????????????????????????????????????Ч??????????????????????????????????????????????????????????????????????????????????Ч?????????????????÷????????360?????????е??????????????????????????????????????????????Ч?????????á?  相似文献   

地基土沉降对复合地基影响的三维数值模拟     

夏力农  苗云东  廖常斌 《岩土力学》2012,33(4):1217-1222

通过对复合地基在正常使用条件下和地基土沉降后的三维数值模拟,研究了复合地基由地下水位下降引起的地基土沉陷后的沉降、桩体摩阻力分布和桩身轴力分布的变化。分析表明：随着地基土沉降的增加,加固桩体和基础的沉降加大,中性点位置逐渐下降,桩身轴力有所增大;在加强桩中,中心桩的中性点最低,边桩次之,角桩最高;随着地基土沉降的增加,各桩中性点位置差异逐渐减小,桩体上部负摩阻力作用的桩身长度更长,负摩阻力值逐渐增大。  相似文献   

Antibacterial activity of extracts from <Emphasis Type="Italic">Zostera marina</Emphasis> against pathogens of <Emphasis Type="Italic">Apostichopus japonicus</Emphasis> skin ulceration disease     

Yang Liu  Guoliang Jiang  Zhiqiang Wu 《中国海洋大学学报(英文版)》2010,9(1):68-70

The purpose of this study was to investigate the antibacterial activity of extracts from Zostera marina against the pathogens of Apostichopus japonicus skin ulceration disease. When 95% ethanol (v/v) solvent was used to extract Zostera marina at 50°C, aqueous extract (ZA) showed obvious bacteriostatic effects on the tested bacterial strains (inhibition halo diameters between 8.23 mm and 13.62 mm), whereas the ethyl acetate extract (ZE) was almost inactive. The minimal inhibitory concentration (MIC) of ZA against four pathogens were homogeneous at 12.8 g L⁻¹. ZA components were analyzed by thin layer chromatography (TLC) assay and six fractions were obtained. In another study, the six fractions showed inhibitory effects against the tested bacteria while their functions seemed to counteract the ZA activity.  相似文献   

堆载条件下单桩负摩阻力模型试验研究   总被引：8，自引：2，他引：6  

杨庆  孔纲强  郑鹏一  栾茂田 《岩土力学》2008,29(10):2805-2810

通过对粉土中混凝土单桩竖向静载荷的模型试验,分析了在桩周土堆载条件下,端承桩、摩擦端承桩在桩周土含水率变化时,桩侧摩阻力、桩端阻力的变化规律及不同土层的沉降、“中性点”位置和下拽力的变化。研究发现,摩擦端承桩“中性点”位置随桩周土含水率、堆载等级的变化而变化,在最优含水率附近,土层的下陷量较大,致桩体沉降量也大,故“中性点”的位置会有所上升;随着桩周土堆载的增大,桩周土对桩侧的下拽力也增大,桩体进一步下陷,使桩土相对位移反而减少,“中性点”有所上升。  相似文献   

PHC管桩和预制方桩受力性状试验对比分析   总被引：7，自引：3，他引：4  

张忠苗  喻君  张广兴  王立忠 《岩土力学》2008,29(11):3059-3065

通过在同一场地的预应力高强混凝土管桩（PHC桩）和预制方桩中埋设钢筋应力计的静载对比试验,比较了两类桩的荷载-沉降曲线、桩身轴力分布情况、桩侧摩阻力和桩端摩阻力发挥性状的异同,研究了PHC管桩的荷载传递机制,发现其侧阻和端阻的发挥规律与预制方桩相同,但在PHC管桩和方桩侧表面积相近的条件下,在最大试验荷载作用时,两者的侧阻和端阻发挥程度不同,PHC管桩平均单位侧阻比预制方桩低8.1 %,而端阻比方桩高24 %以上。  相似文献