高压旋喷注浆法在大直径缺陷灌注桩处理中的应用

结合某跨海大桥桩基缺陷处理工程,介绍高压清水旋喷冲洗、气举反循环清渣、孔内静压注浆、高压旋喷注浆、孔口压浆相结合的方法在大直径灌注桩处理中的应用。采用上述方法处理后,经检测水泥固结体完整,与桩身混凝土、基岩胶结紧密。     

钻孔灌注桩极限承载力研究

结合静载试验，根据桩土之间相互作用，利用弹性力学、土力学、数值计算等相关理论，对钻孔灌注桩的极限承载力开展研究，给出了临界深度的计算公式，提出了确定钻孔灌注桩的极限承载力的计算公式，并按公式计算了钻孔灌注桩的极限承载力，结果与静载试验相吻合。     

淤泥质粘土层深基坑SMW围护桩施工控制

西湖隧道在淤泥质粘土层深基坑中,采用SMW围护桩,经监测能够达到设计要求,其施工工艺和控制措施为淤泥质粘土地区深基坑的施工提供类似施工经验。     

深水桩基础的挖孔灌注桩施工技术研究

简述了地形陡峭的河流中,施工深水桩基础可因地制宜采用钢护筒配合人工挖孔作业及浇筑桩基砼的施工技术.     

钻孔灌注桩施工监理

着重介绍钻孔灌注桩施工监理事项、监理要点、施工监理方法、监理流程及桩基质量检验的标准。     

Analysis of interaction factors between two piles

A rigorous analytical method is presented for calculating the interaction factor between two identical piles subjected to vertical loads. Following the technique proposed by Muki and Sternberg, the problem is decomposed into an extended soil mass and two fictitious piles characterized respectively by Young＇s modulus of the soil and that of the difference between the pile and soil. The unknown axial forces along fictitious piles are determined by solving a Fredholm integral equation of the second kind, which imposes the compatibility condition that the axial strains of the fictitious piles are equal to those corresponding to the centroidal axes of the extended soil. The real pile forces and displacements can subequally be calculated based on the determined fictitious pile forces, and finally, the validity of the proposed approach and desired pile interaction factors may be obtained. Results confirm the portray the influence of the governing parameters on the pile interaction.     

Artificial anal sphincter with sensor feedback powered by transcutaneous energy transmission

This artificial anal sphincter (AAS) is used to help patients who are in severe incontinence. It consists of two parts. The first part is taken outside with patients. The second is implanted in the bodies to provide independent evacuation for patients. It is powered through transcutaneous energy transmission by the first part. There are two sensors in the second part. One sensor measures the pressure in the cuff-clamp around the recta. The other measures the pressure of the recta. As soon as the pressure measured by the later reaches the threshold, a signal is sent out to patients through wireless communication to alarm patients preparing defecation. Patients can give a start signal to begin defecating after they are ready. And they can also give a signal to stop defecating like a healthy person. With the aids of the novel medical device, patients can defecate as a healthy person. The first generation of this AAS is presented.     

动车组盥洗室水盆台面裂纹分析研究

针对动车组盥洗室水盆人造石台面裂纹,调研发现,台面裂纹数量较多并且主要集中在背部接缝和台盆四角处。根据调研结果,对人造石台面进行仿真分析、拉伸强度测试、弯曲强度测试、落球冲击试验。试验结果表明,人造石台面符合标准要求,但是台面中的亚克力含量对台面强度有一定影响。根据分析和试验结果,提出了改进接缝粘接结构、加强支撑、选择高含量的亚克力台面等优化措施。     

高桩码头桩基沉降研究

高桩码头桩基沉降会对上部结构内力产生一定的影响,但是通常情况下并不进行计算。为了确定码头桩基沉降量,本文结合工程实例,用了理论计算和数值模拟两种方法对桩基沉降进行了计算。结果表明,高桩码头整体沉降大概为几十毫米,不均匀沉降为几毫米。通过对两种计算方法进行对比得出,理论计算更加贴近实际情况,可以作为一种桩基沉降计算的有效方法。     

充电桩产业发展的模式探索——以城市交通企业发展充电桩产业为例

在政府对电动汽车产业的大力推动下,我国电动汽车产业已步入快速发展期,作为电动汽车基础配套设施建设的充电桩也呈井喷式增长,未来充电桩设施建设将会成为交通企业产业链的重要环节,本文就充电桩产业发展现状和城市交通企业进军充电产业模式进行简要分析和研究。