Primary evaluation of a natural surfactant for inhibiting clay swelling

被引:60
|
作者
Ghasemi, Mehdi [1 ]
Moslemizadeh, Aghil [1 ]
Shahbazi, Khalil [1 ]
Mohammadzadeh, Omid [2 ,5 ]
Zendehboudi, Sohrab [3 ]
Jafari, Sina [4 ]
机构
[1] Petr Univ Technol, Dept Petr Engn, Ahvaz, Iran
[2] Schlumberger, DBR Technol Ctr, Edmonton, AB, Canada
[3] Mem Univ, Fac Engn & Appl Sci, St John, NF, Canada
[4] Islamic Azad Univ, Sci & Res Branch, Dept Petr Engn, Tehran, Iran
[5] Schlumberger Doll Res Ctr, Cambridge, MA USA
关键词
Ginsenosides; Biosurfactant; Clay swelling inhibitor; Wettability; Compatibility; WELLBORE STABILITY; SHALE HYDRATION; REDUCING ADSORPTION; ANIONIC SURFACTANT; MODIFIED BENTONITE; IONIC LIQUID; WATER; GINSENG; COPOLYMER; MONTMORILLONITE;
D O I
10.1016/j.petrol.2019.02.073
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
Water-based drilling muds, a more environment-friendly candidate than oil-based drilling muds, are wildly used for drilling oil and gas wells. When water-based drilling mud is used for drilling formations with shale containing active clay constituents, it is challenging to preserve stability of the borehole due to clay swelling unless proper inhibition mechanisms are foreseen. In the current study, the feasibility of using Korean red Ginseng root extract was assessed as a clay swelling inhibitor. This root extract is rich in non-ionic surfactants such as Ginsenosides Rg3, Rg5, and RK1, and is referred to as "biosurfactant" throughout this manuscript. After preparation of mud systems containing problematic clay particles, the clay-swelling inhibition performance of the biosurfactant was systematically investigated through a series of tests, including mud formation, filtration, immersion, sedimentation assisted with optical microscopy, wettability by sessile drop technique, use of thermal gravimetric analysis (TGA), scanning electron microscopy (SEM) and Fourier-transform infrared spectroscopy (FTIR), and shale cuttings recovery. The clay-swelling inhibition performance of the biosurfactant was then compared against two clay swelling inhibitors namely CTAB (Cetrimonium bromide, a known cationic surfactant) and potassium chloride. There are some properties associated with the mud systems prepared with biosurfactant solution which makes this product unique. These properties include: remarkable loading capacity of sodium montmorillonite (Mt) which in turn resulted in low rheological profile, poor fluid loss control, creation of stable Mt pellets, creation of larger size and aggregated Mt particles with less hydrophilicity, creation of fully unstable dispersed Mt particles that resulted in good sedimentation over time, less mass loss, and higher shale cuttings recovery, all compared to the baseline fluid made without the presence of biosurfactant. The results of this study indicate that the biosurfactant provides excellent clay swelling inhibition properties, comparable to known inhibitors. The biosurfactant's compatibility with other drilling mud components was also checked, and it was found that the fluid properties are independent of the biosurfactant. The wettability and FTIR analyses were also performed to investigate the mechanisms involved in clay swelling inhibition of the biosurfactant, which are believed to be as a result of coating the clay active surfaces with a hydrophobic layer, hence repelling the water phase. This hydrophobic layer is probably formed by interactions of the hydrophilic group of the Ginsenosides and the oxygen atoms available on the Mt surfaces, when the hydrophobic tail is oriented toward the aqueous phase.
引用
收藏
页码:878 / 891
页数:14
相关论文
共 50 条
  • [1] Evaluation of Clay Hydration and Swelling Inhibition Using Quaternary Ammonium Dicationic Surfactant with Phenyl Linker
    Murtaza, Mobeen
    Ahmad, Hafiz Mudaser
    Kamal, Muhammad Shahzad
    Hussain, Syed Muhammad Shakil
    Mahmoud, Mohamed
    Patil, Shirish
    MOLECULES, 2020, 25 (18):
  • [2] Natural ores applicability for clay swelling prevention
    Kryanev, DY
    Zhukov, RY
    Dzyubenko, EM
    Lvina, YE
    NEFTYANOE KHOZYAISTVO, 2005, (09): : 181 - 183
  • [3] Clay swelling and formation permeability reductions induced by a nonionic surfactant
    Gardner, KH
    Arias, MS
    ENVIRONMENTAL SCIENCE & TECHNOLOGY, 2000, 34 (01) : 160 - 166
  • [4] Swelling effects on mechanical behaviour of natural London Clay
    Takahashi, A.
    Fung, D. W. H.
    Jardine, R. J.
    PROCEEDINGS OF THE 16TH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING, VOLS 1-5: GEOTECHNOLOGY IN HARMONY WITH THE GLOBAL ENVIRONMENT, 2005, : 443 - 446
  • [5] EFFECT OF GYPSUM TREATMENT ON SWELLING OF NATURAL CLODS OF A CLAY SOIL
    BRIDGE, BJ
    TUNNY, J
    SOIL SCIENCE, 1973, 115 (06) : 414 - 419
  • [6] Experimental evaluation of thiamine as a new clay swelling inhibitor
    Ghaleh, Saeed Parvizi
    Khodapanah, Elnaz
    Tabatabaei-Nezhad, Seyyed Alireza
    PETROLEUM SCIENCE, 2020, 17 (06) : 1616 - 1633
  • [7] Experimental evaluation of thiamine as a new clay swelling inhibitor
    Saeed Parvizi Ghaleh
    Elnaz Khodapanah
    Seyyed Alireza Tabatabaei-Nezhad
    Petroleum Science, 2020, (06) : 1616 - 1633
  • [8] Evaluation of swelling behavior and permeability of a geosynthetic clay liner
    Takahashi, S
    Kondo, M
    Kamon, M
    ENVIRONMENTAL GEOTECHNICS, VOL 1, 1996, : 609 - 614
  • [9] Experimental evaluation of thiamine as a new clay swelling inhibitor
    Saeed Parvizi Ghaleh
    Elnaz Khodapanah
    Seyyed Alireza Tabatabaei-Nezhad
    Petroleum Science, 2020, 17 (06) : 1616 - 1633
  • [10] THE SWELLING OF CLAY
    BARNES, CJ
    SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1980, 44 (03) : 658 - 659