Tariq Zeeshan, Murtaza Mobeen, Mahmoud Mohamed
Department of Petroleum Engineering, College of Petroleum & Geosciences, King Fahd University of Petroleum & Minerals, Dhahran 31261, Saudi Arabia.
ACS Omega. 2020 May 12;5(20):11643-11654. doi: 10.1021/acsomega.0c00943. eCollection 2020 May 26.
The mechanical properties of oil well cement slurry are usually measured to evaluate the durability, sustainability, and long-lasting behavior of a cement sheath under wellbore conditions. High-pressure and high-temperature (HPHT) conditions affect the mechanical properties of cement slurry such as its strength, elasticity, and curing time. In this study, an organically modified montmorillonite nanoclay (NC) and silica flour (SF) materials are used to enhance the strength of the class G cement. Four different cement slurries with the addition of different concentrations of NC (1% and 2%) and SF (20%) in a class G cement were tested under temperatures ranging between 70 and 100 °C and pressure ranging between 1000 and 3000 psia. The slurries were prepared by maintaining a water to cement ratio of 0.44. All the slurries were cured for 24 h before any test was conducted. Extensive laboratory experiments were carried out to measure the compressive and tensile strength of cement slurries cured at HPHT conditions. Compressive strength was measured using unconfined compressive strength (UCS) tests, scratch tests, and ultrasonic cement analyzer (UCA). Tensile strength was measured using breakdown pressure tests and Brazilian disc test analysis. Scanning electron microscopy (SEM), X-ray diffraction (XRD), and petrophysical analysis were also carried out to evaluate the performance of new cement additives at HPHT conditions. Results showed that the addition of organically modified NC and SF significantly increased the compressive and tensile strength of the class G cement slurry cured at HPHT conditions.
通常会测量油井水泥浆的力学性能,以评估水泥环在井筒条件下的耐久性、可持续性和长期性能。高压高温(HPHT)条件会影响水泥浆的力学性能,如强度、弹性和固化时间。在本研究中,使用有机改性蒙脱石纳米粘土(NC)和硅粉(SF)材料来提高G级水泥的强度。在70至100°C的温度和1000至3000 psia的压力下,对在G级水泥中添加不同浓度NC(1%和2%)和SF(20%)的四种不同水泥浆进行了测试。通过保持水灰比为0.44来制备水泥浆。在进行任何测试之前,所有水泥浆都养护24小时。进行了大量实验室实验,以测量在HPHT条件下养护的水泥浆的抗压强度和抗拉强度。使用无侧限抗压强度(UCS)试验、划痕试验和超声水泥分析仪(UCA)测量抗压强度。使用破裂压力试验和巴西圆盘试验分析测量抗拉强度。还进行了扫描电子显微镜(SEM)、X射线衍射(XRD)和岩石物理分析,以评估新型水泥添加剂在HPHT条件下的性能。结果表明,添加有机改性NC和SF显著提高了在HPHT条件下养护的G级水泥浆的抗压强度和抗拉强度。