王欢欢,杨进,刘正礼,徐佳俊,孟令雨,洪佳瑶,田波,汪文星. 深水浅层固井胶结强度影响因素分析[J]. 石油钻采工艺,2019,41(3):277-282.. DOI: 10.13639/j.odpt.2019.03.003
引用本文: 王欢欢,杨进,刘正礼,徐佳俊,孟令雨,洪佳瑶,田波,汪文星. 深水浅层固井胶结强度影响因素分析[J]. 石油钻采工艺,2019,41(3):277-282.. DOI: 10.13639/j.odpt.2019.03.003
WANG Huanhuan, YANG Jin, LIU Zhengli, XU Jiajun, MENG Lingyu, HONG Jiayao, TIAN Bo, WANG Wenxing. Analysis on the influential factors about the cementing strength of shallow cementing in deep water[J]. Oil Drilling & Production Technology, 2019, 41(3): 277-282.. DOI: 10.13639/j.odpt.2019.03.003
Citation: WANG Huanhuan, YANG Jin, LIU Zhengli, XU Jiajun, MENG Lingyu, HONG Jiayao, TIAN Bo, WANG Wenxing. Analysis on the influential factors about the cementing strength of shallow cementing in deep water[J]. Oil Drilling & Production Technology, 2019, 41(3): 277-282.. DOI: 10.13639/j.odpt.2019.03.003

深水浅层固井胶结强度影响因素分析

Analysis on the influential factors about the cementing strength of shallow cementing in deep water

  • 摘要: 深水表层未成岩地层土固结程度低、强度低,浅层固井难度大。为了合理进行浅层固井的设计及施工,分析了固井胶结强度影响因素。结合南海深水海域表层土质特点,利用相似性原理,进行浅层固井模拟实验,分析了水泥强度、候凝时间和套管尺寸对固井胶结性的影响规律。由实验结果得出:高强度水泥第一、第二胶结面胶结强度高于中强度水泥和低强度水泥,但强度差值不超过20%,且随着时间的延长,高强度水泥胶结强度与中、低强度水泥胶结强度趋于相同;3种强度水泥环的胶结强度均随候凝时间的延长而增加,但是候凝时间达到18 h后,界面胶结强度的增加趋势逐渐递减;使用Ø50.8 mm、Ø76.2 mm、Ø114.3 mm等3种不同尺寸的模拟套管,水泥环的胶结强度变化规律一致。研究表明,中、低强度水泥与高强度水泥在胶结强度方面相差较小,所以可以考虑研发中、低强度水泥替代高强度水泥用于浅层固井作业;浅层固井的候凝时间达到一定时间节点后,胶结强度增加趋势放缓,后期可进行浅层固井最佳候凝时间窗口的研究。利用相似性原理模拟现场施工工况的实验具有可靠性。

     

    Abstract: It is difficult to cementing shallow formations because of the low degree of consolidation and strength of the soil in the deep-water surface undissolved formations. In order to carry out shallow solidification reasonably, the factors influencing cementing strength ware analyzed in well design and construction. Based on the characteristics of surface soil in deep sea area of South China Sea, shallow cementing simulation was carried out by using similarity principle.The effects of cement strength, setting time and casing size on cementing cementability ware analyzed. The experimental results showed that the first and second cementing surfaces of high strength cement had high cementing strength.However, the strength difference between medium strength cement and low strength cement was not more than 20%, and the cementation strength of high strength cement tended to phase with that of medium and low strength cement as time goes on.Similarly, the cementing strength of the three kinds of cement sheaths increased with the increase of the waiting time, but the increasing trend of the interfacial cementing strength decreased gradually when the waiting time reached 18 h.The cementing strength of cement sheath varied with different sizes of simulated casing such as Ø50.8 mm, Ø76.2 mm and Ø114.3 mm. The research showed that the medium and low strength cement and high strength cement.The difference of cementing strength between high-strength cement and low-strength cement was relatively small, so it could be considered to develop medium-strength cement instead of high-strength cement for shallow cementing operation; the waiting time of shallow cementing could be reached.After a certain time node, the increasing trend of cementing strength slowed down, and the optimum waiting time window for shallow cementing could be studied later.The experiment using similarity principle to simulate field operation conditions was reliable.

     

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