Shichun Yan , Mingming Zheng , Zurui Wu , Yawei Zhang , Yunpeng Hu , TianLe Liu , Guosheng Jiang
{"title":"固井过程中水合物分解及其对水泥环强度的影响","authors":"Shichun Yan , Mingming Zheng , Zurui Wu , Yawei Zhang , Yunpeng Hu , TianLe Liu , Guosheng Jiang","doi":"10.1016/j.geoen.2025.214221","DOIUrl":null,"url":null,"abstract":"<div><div>This study investigates the impact of gas hydrate decomposition on cement sheath integrity in deepwater wells encountering gas hydrate-bearing sediments (GHBS) using a novel coupled TOUGH + HYDRATE (T + H) and Particle Flow Code (PFC) model. The model simulates cement penetration, hydrate decomposition, and reverse invasion fluid migration, quantifying the collective effects on sheath integrity through crack development. Parametric studies show that hydrate dissociation extended up to 0.20 m, increase the cement sheath crack ratio by up to 40.64 %, and reduce compressive strength by up to 56.5 %. These findings evaluate the physical responses of the sediment-cement system under varying conditions, providing key insights for optimizing cementing strategies in GHBS.</div></div>","PeriodicalId":100578,"journal":{"name":"Geoenergy Science and Engineering","volume":"257 ","pages":"Article 214221"},"PeriodicalIF":4.6000,"publicationDate":"2025-09-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Hydrate decomposition and its influence on cement sheath strength in cementing process\",\"authors\":\"Shichun Yan , Mingming Zheng , Zurui Wu , Yawei Zhang , Yunpeng Hu , TianLe Liu , Guosheng Jiang\",\"doi\":\"10.1016/j.geoen.2025.214221\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>This study investigates the impact of gas hydrate decomposition on cement sheath integrity in deepwater wells encountering gas hydrate-bearing sediments (GHBS) using a novel coupled TOUGH + HYDRATE (T + H) and Particle Flow Code (PFC) model. The model simulates cement penetration, hydrate decomposition, and reverse invasion fluid migration, quantifying the collective effects on sheath integrity through crack development. Parametric studies show that hydrate dissociation extended up to 0.20 m, increase the cement sheath crack ratio by up to 40.64 %, and reduce compressive strength by up to 56.5 %. These findings evaluate the physical responses of the sediment-cement system under varying conditions, providing key insights for optimizing cementing strategies in GHBS.</div></div>\",\"PeriodicalId\":100578,\"journal\":{\"name\":\"Geoenergy Science and Engineering\",\"volume\":\"257 \",\"pages\":\"Article 214221\"},\"PeriodicalIF\":4.6000,\"publicationDate\":\"2025-09-17\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Geoenergy Science and Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2949891025005792\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"0\",\"JCRName\":\"ENERGY & FUELS\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Geoenergy Science and Engineering","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2949891025005792","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"0","JCRName":"ENERGY & FUELS","Score":null,"Total":0}
Hydrate decomposition and its influence on cement sheath strength in cementing process
This study investigates the impact of gas hydrate decomposition on cement sheath integrity in deepwater wells encountering gas hydrate-bearing sediments (GHBS) using a novel coupled TOUGH + HYDRATE (T + H) and Particle Flow Code (PFC) model. The model simulates cement penetration, hydrate decomposition, and reverse invasion fluid migration, quantifying the collective effects on sheath integrity through crack development. Parametric studies show that hydrate dissociation extended up to 0.20 m, increase the cement sheath crack ratio by up to 40.64 %, and reduce compressive strength by up to 56.5 %. These findings evaluate the physical responses of the sediment-cement system under varying conditions, providing key insights for optimizing cementing strategies in GHBS.