Joyce Nakayenga , Toshiro Hata , Alexandra Clarà Saracho , Stuart Kenneth Haigh
{"title":"高压对含甲烷水合物砂层微生物诱导碳酸钙沉淀的影响","authors":"Joyce Nakayenga , Toshiro Hata , Alexandra Clarà Saracho , Stuart Kenneth Haigh","doi":"10.1016/j.sandf.2025.101651","DOIUrl":null,"url":null,"abstract":"<div><div><em>Sporosarcina newyorkensis</em> is an indigenous microbe found in sedimentary layers bearing methane hydrates in the oceans around Japan’s main islands. It can survive extremely cold temperatures and precipitate calcium carbonate (CaCO<sub>3</sub>). This has led to interest in applying the microbe in microbiologically induced calcium carbonate precipitation (MICP) to improve the properties of the surrounding sand and to facilitate the exploration of methane hydrates. Using the injection method, a large-scale laboratory experiment was conducted in this study on sand columns with a diameter of 60 cm and a height of 70 cm to evaluate the MICP performance of <em>S. newyorkensis</em> under high overburden pressures of 3.5 and 20 MPa. The results indicated that <em>S. newyorkensis</em> can precipitate CaCO<sub>3</sub> at high overburden pressures and reduce the permeability of sand. The unconfined compressive strength and amount of precipitated CaCO<sub>3</sub> were seen to decrease with the distance from the injection well, but they remained sufficient to distances of up to 20 cm. <em>S. newyorkensis</em> was also found to increase the pH level, which would further promote CaCO<sub>3</sub> precipitation and, in turn, lower hydraulic conductivity and stabilize hydrate-bearing sand formations.</div></div>","PeriodicalId":21857,"journal":{"name":"Soils and Foundations","volume":"65 4","pages":"Article 101651"},"PeriodicalIF":3.3000,"publicationDate":"2025-07-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Effects of high pressure on microbiologically induced calcium carbonate precipitation of methane hydrate-bearing sand layers\",\"authors\":\"Joyce Nakayenga , Toshiro Hata , Alexandra Clarà Saracho , Stuart Kenneth Haigh\",\"doi\":\"10.1016/j.sandf.2025.101651\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div><em>Sporosarcina newyorkensis</em> is an indigenous microbe found in sedimentary layers bearing methane hydrates in the oceans around Japan’s main islands. It can survive extremely cold temperatures and precipitate calcium carbonate (CaCO<sub>3</sub>). This has led to interest in applying the microbe in microbiologically induced calcium carbonate precipitation (MICP) to improve the properties of the surrounding sand and to facilitate the exploration of methane hydrates. Using the injection method, a large-scale laboratory experiment was conducted in this study on sand columns with a diameter of 60 cm and a height of 70 cm to evaluate the MICP performance of <em>S. newyorkensis</em> under high overburden pressures of 3.5 and 20 MPa. The results indicated that <em>S. newyorkensis</em> can precipitate CaCO<sub>3</sub> at high overburden pressures and reduce the permeability of sand. The unconfined compressive strength and amount of precipitated CaCO<sub>3</sub> were seen to decrease with the distance from the injection well, but they remained sufficient to distances of up to 20 cm. <em>S. newyorkensis</em> was also found to increase the pH level, which would further promote CaCO<sub>3</sub> precipitation and, in turn, lower hydraulic conductivity and stabilize hydrate-bearing sand formations.</div></div>\",\"PeriodicalId\":21857,\"journal\":{\"name\":\"Soils and Foundations\",\"volume\":\"65 4\",\"pages\":\"Article 101651\"},\"PeriodicalIF\":3.3000,\"publicationDate\":\"2025-07-07\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Soils and Foundations\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S003808062500085X\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soils and Foundations","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S003808062500085X","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Effects of high pressure on microbiologically induced calcium carbonate precipitation of methane hydrate-bearing sand layers
Sporosarcina newyorkensis is an indigenous microbe found in sedimentary layers bearing methane hydrates in the oceans around Japan’s main islands. It can survive extremely cold temperatures and precipitate calcium carbonate (CaCO3). This has led to interest in applying the microbe in microbiologically induced calcium carbonate precipitation (MICP) to improve the properties of the surrounding sand and to facilitate the exploration of methane hydrates. Using the injection method, a large-scale laboratory experiment was conducted in this study on sand columns with a diameter of 60 cm and a height of 70 cm to evaluate the MICP performance of S. newyorkensis under high overburden pressures of 3.5 and 20 MPa. The results indicated that S. newyorkensis can precipitate CaCO3 at high overburden pressures and reduce the permeability of sand. The unconfined compressive strength and amount of precipitated CaCO3 were seen to decrease with the distance from the injection well, but they remained sufficient to distances of up to 20 cm. S. newyorkensis was also found to increase the pH level, which would further promote CaCO3 precipitation and, in turn, lower hydraulic conductivity and stabilize hydrate-bearing sand formations.
期刊介绍:
Soils and Foundations is one of the leading journals in the field of soil mechanics and geotechnical engineering. It is the official journal of the Japanese Geotechnical Society (JGS)., The journal publishes a variety of original research paper, technical reports, technical notes, as well as the state-of-the-art reports upon invitation by the Editor, in the fields of soil and rock mechanics, geotechnical engineering, and environmental geotechnics. Since the publication of Volume 1, No.1 issue in June 1960, Soils and Foundations will celebrate the 60th anniversary in the year of 2020.
Soils and Foundations welcomes theoretical as well as practical work associated with the aforementioned field(s). Case studies that describe the original and interdisciplinary work applicable to geotechnical engineering are particularly encouraged. Discussions to each of the published articles are also welcomed in order to provide an avenue in which opinions of peers may be fed back or exchanged. In providing latest expertise on a specific topic, one issue out of six per year on average was allocated to include selected papers from the International Symposia which were held in Japan as well as overseas.