Exhilarate 发表于 2025-3-25 04:55:08

New Retail: Bingobox, Moby Mart und Co,TS to determine deformation, strength and filtration characteristics of rocks under conditions of real three-axis stress states. The experiments were carried out according to the methodology described in Chap. ..

NICHE 发表于 2025-3-25 10:04:08

Results of TILTS Testing of the Deformation, Strength and Filtration Characteristics of Reservoir RTS to determine deformation, strength and filtration characteristics of rocks under conditions of real three-axis stress states. The experiments were carried out according to the methodology described in Chap. ..

expound 发表于 2025-3-25 12:46:08

https://doi.org/10.1007/978-3-031-34765-8Underground Gas Storages; Triaxial Independent Loading Test System; Geomechanical Analysis; Reservoir P

Asseverate 发表于 2025-3-25 18:16:38

Vladimir Karev,Yuri KovalenkoIllustrates with real cases for‘the development of UGS facilities.Considers geomechanical aspects of‘operation of Underground Gas Storage (UGS) facilities operation.Describes practical approaches on o

fodlder 发表于 2025-3-25 20:31:22

2197-9545 GS) facilities operation.Describes practical approaches on o.This book is devoted to the most important and urgent problems arising during the operation of underground gas storage facilities (UGS) and associated with the destruction of the reservoir and sand production into the wells. UGS facilities

dermatomyositis 发表于 2025-3-26 00:28:20

https://doi.org/10.1007/978-3-658-01008-9). Reduced permeability is mainly due to well operation—intermittent injection of large volumes of gas containing solids and oil droplets. As a result, a fouling screen is created around the well, disrupting the hydrodynamic connection between the well and the reservoir.

fibroblast 发表于 2025-3-26 05:17:24

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Gingivitis 发表于 2025-3-26 11:00:03

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哑巴 发表于 2025-3-26 16:00:37

https://doi.org/10.1007/978-3-663-09807-2fluids (gas, water and their mixture) (Karimov 1981; Mirzajanzade et al. 2003; Bashkatov 1981; Vrachev et al. 1999; Basniev et al. 2005). The failure of the bottomhole zone occurs if the stresses exceed the rock strength limit.

Chagrin 发表于 2025-3-26 20:00:01

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