Experimental and Numerical Study of the Effect of Surround Protection Technique on the Strain Measurement for Offshore Jacket Platform

For strain measurement on offshore jacket platform in deep water, waterproof of strain foil is always an important issue, especially, due to the high pressure in deep water. The waterproof is difficult in two places, one is between the matrix structure and the protection structure, and another is between the lead wires and the protection structure. The surround protection technique discussed in this paper is conventional and ideal, and can be operative for a long time, up to five years. In this method, a metal case and tube is added on the local position, which increases the local rigidity, but the effect on the measurement of strain is not well studied. In this paper, the effect of the surround protection technique on the strain measurement is studied by using numerical and experimental methods, and the results show that the measurement error is well in the range permitted by engineering practice.

重力嵌岩式锚碇深基坑开挖施工技术

棋盘洲长江公路大桥主桥为(340+1 038+305)m钢箱梁悬索桥,北锚碇为重力式嵌岩锚,平面尺寸为61.5m×60.0m,总高42.0m。锚碇深基坑开挖采用机械、人工、爆破相结合的方法,松散土层、全风化岩石采用机械开挖,局部转角处采用人工开挖修整,强风化岩石层、中风化岩石和微风化岩石采用钻孔爆破。基坑形成后采用螺旋便道出渣,高峰期每昼夜可出渣2 300m^3。基坑防水分为坑外截水和坑内排水。边坡采用锚杆支护及挂网喷射C20混凝土的方法进行防护。在基坑关键位置布设位移监测点,各测点位移及其变化速率均未超过规范要求,基坑施工质量良好。

广州市轨道交通四号线大学城专线段防水设计

结合广州轨道交通四号线大学城的专线段防水设计，介绍了防水原则，阐述了盾构法、矿山法及明挖法的隧道结构防水，并分析了防水效果，达到了设计要求。

复合聚合物水泥基防水涂料施工技术

介绍了复合聚合物水泥基防水涂料的特点、施工条件、施工机具及施工工艺等,并提出了质量保证措施。