An Enhanced Microfine Cement Design for Special Squeeze Applications

M. Khaja, S. Raturi, Abhijit Dutta, Hassan Z. Haddad, Rajinder P Singh, Basavaraj Kunchur, Khadar Hussain, Husain Nasir, Mustafa Ahmed, Musaed Al Shamali, Jené Rockwood, Victor Barsoum
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Abstract

A new and enhanced microfine cement system is presented in this paper which can be used in challenging cement squeeze applications. There are numerous cement squeeze jobs conducted during workover operations every year within the State of Kuwait to prevent water influx. A very common challenge encountered during these applications is either low or no injectivity scenarios. Conventional cement slurries at 15.8-lb/gal density have more often than not resulted in failures while performing post job positive and negative pressure tests, even when the pressure tests are repeated multiple times. These failures can often be attributed to the fact that effective squeezing is not possible due to the larger cement particle size across a limited number of perforations due to early bridging of the cement. Similarly, conventional microfine cement systems which have also been used in these applications have had only limited success. To overcome these challenges, an improved and enhanced microfine cement design has been developed which is able to obtain higher compressive strengths at lower slurry densities (e.g. 12.5 to 13.0 lb/gal) versus the 15.8-lb/gal conventional slurries. This microfine cement design can be further modified to be used in high, low, and zero injectivity scenarios. It possesses several unique features including thixotropic, expansion, anti-gas migration, and strength retrogression properties. Initial field trials of the system have been very successful. The application of conventional microfine slurry systems in low injectivity scenarios is relatively common in the industry; however the enhanced microfine slurry design can be utilized in a variety of injectivity scenarios, or even in loss situations across perforations, casing leaks, or across the casing shoe. The new microfine cement slurry design has the potential of avoiding multiple squeeze jobs by achieving successful positive and negative pressure test results in a minimum number of attempts.
一种用于特殊挤压应用的增强微细水泥设计
本文提出了一种新型的增强型微细水泥体系,可用于具有挑战性的水泥挤压应用。在科威特国,每年在修井作业期间都会进行大量的水泥挤压作业,以防止水流入。在这些应用程序中遇到的一个非常常见的挑战是低注入性或没有注入性。常规的水泥浆密度为15.8 lb/gal,在进行作业后的正负压测试时,即使反复进行多次压力测试,也经常会导致失效。这些故障通常可以归因于这样一个事实,即由于早期桥接导致水泥颗粒尺寸较大,在有限数量的射孔中无法有效挤压。同样,传统的微细水泥系统也在这些应用中使用,但只取得了有限的成功。为了克服这些挑战,开发了一种改进和增强的微细水泥设计,能够在较低的水泥浆密度(例如12.5至13.0 lb/gal)下获得更高的抗压强度,而传统的水泥浆密度为15.8 lb/gal。这种微细水泥设计可以进一步修改,适用于高、低和零注入能力的情况。它具有几个独特的特点,包括触变、膨胀、抗气体迁移和强度倒退性能。该系统的初步现场试验非常成功。传统的微细泥浆系统在低注入率情况下的应用在工业中相对普遍;然而,增强的微细泥浆设计可以用于各种注入场景,甚至可以用于穿过射孔、套管泄漏或穿过套管鞋的损失情况。新的微细水泥浆设计通过最少的尝试次数获得成功的正负压测试结果,有可能避免多次挤压作业。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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