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Optimization of cement-based grouts using chemical additives

Journal of Rock Mechanics and Geotechnical Engineering 2017年第4期9卷 623-637页

作者： Mohammad Reza Azadi ali taghichian ali Taheri Faculty of Science and Technology Federation University Australia Mewbourne School of Petroleum and Geological Engineering University of Oklahoma Department of Earth Science and Engineering Imperial College

Grout injection is used for sealing or strengthening the ground in order to prevent water entrance or any failure after *** are many methods of *** grouting is one of the most common types in which the grout material is injected to the pore spaces of the *** grouting operations,the grout quality is important to achieve the best *** are four main characteristics for a grout mixture including bleeding,setting time,strength,and *** this paper,we try to build some efficient grouting mixtures with different water to cement ratios considering these *** ingredients of grout mixtures built in this study are cement,water,bentonite,and some chemical additives such as sodium silicate,sodium carbonate,and triethanolamine(TEA).The grout mixtures are prepared for both of the sealing and strengthening purposes for a structural *** of each abovementioned ingredient is profoundly *** each ingredient may have positive or negative aspect,an optimization of appropriate amount of each ingredient is *** optimization is based on 200 grout mixture samples with different percentages of ***,some of these grout mixtures are chosen for the introduced *** should be mentioned that grouting operations depend on various factors such as pressure of injection,ground structure and grain size of ***,quality of a grout can be helpful to make an injection easier and *** example,during the injection,a wrong estimated setting time can destroy the injected grout by washing the grout or setting early which prevents *** paper tries to show some tests in easy way to achieve a desirable sample of grout.

关键词： Permeation grouting Bleeding Setting time Chemical additives Cement-based grout

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Propagation and aperture of staged hydraulic fractures in unconventional resources in toughness-dominated regimes

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Journal of Rock Mechanics and Geotechnical Engineering 2018年第2期10卷 249-258页

作者： ali taghichian Hamid Hashemalhoseini Musharraf Zaman Saied Beheshti Zavareh Department of Civil Engineering Isfahan University of Technology Mewbourne School of Petroleum and Geological Engineering Sarkeys Energy CenterUniversity of Oklahoma Department of Mining Engineering Isfahan University of Technology

Simultaneous multistage hydraulic fracturing of unconventional gas shale in parallel multilateral wells is an effective technique to raise the connectivity of the reservoir to the wellbore and improve reservoir permeability for an economical production. However, this technique should be accompanied with some optimization procedures to obtain an efficiently fractured reservoir with the highest production and the lowest cost. In unconventional hydraulic fracturing, fracture deviation/collapse and trapping are familiar phenomena which occur when a non-optimized fracturing pattern is used. These problems occur respectively when stress shadow size has not been considered in optimization and fracturing pressure is higher than the available pressure in the sealed section. Therefore, in an optimized hydraulic fracturing,having straight fractures with no deviation or collapse needs consideration of stress shadow effect(SSE).Apart from that, having efficiently propagated fractures to the extent of the reservoir without any fracture trap requires consideration of stress intensity factor(SIF) and aperture. SSE was studied and published by the authors in 2014. For the case of SIF, investigating any change in mode I SIF and aperture with different influencing variables such as fracture geometry and pattern are studied in the current research work. Three different fracturing techniques are assumed as multistage fracturing, simultaneous single-stage fracturing, and simultaneous multistage fracturing techniques. Since obtaining SIF for threedimensional fractures is a challenging issue, a stress ratio technique is used for calculation of SIF ratios of different fracturing scenarios compared to the case of a single fracture. Therefore, changes of SIF for different fracturing schemes are estimated and analyzed to understand whether or not a fracturing scheme is efficient and all the spaced perforations are activated and change to hydraulic fractures.

关键词： Hydraulic fracturing Stress intensity factor(SIF) Aperture Numerical analysis Gas shale

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