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水合物開(kāi)采對(duì)深水錨板基礎(chǔ)承載性能影響的 THMC 數(shù)值模擬研究
黃翔,,劉芳,巨鑫
1 同濟(jì)大學(xué)土木工程防災(zāi)國(guó)家重點(diǎn)實(shí)驗(yàn)室,,上海 200092
Impact of oceanic hydrate production on the uplift bearing capacity of a nearby plate anchor: THMC coupled simulation
HUANG Xiang, LIU Fang, JU XinHUANG Xiang, LIU Fang, JU Xin
1 State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China

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摘要? 天然氣水合物是極具潛力的未來(lái)清潔能源之一,,海洋天然氣水合物的大規(guī)模商業(yè)開(kāi)采可能影響周邊深水 設(shè)施基礎(chǔ)結(jié)構(gòu)的承載性能,,進(jìn)而誘發(fā)工程事故和環(huán)境風(fēng)險(xiǎn)。本文采用數(shù)值模擬的方法研究水合物降壓開(kāi)采過(guò)程 中典型深水錨板基礎(chǔ)的抗拔承載性能的變化規(guī)律,?;?Python語(yǔ)言開(kāi)發(fā)了含水合物多孔介質(zhì)的多相流分析程 序TOUGH+HYDRATE和有限元商業(yè)軟件ABAQUS的交互模塊,實(shí)現(xiàn)了水合物開(kāi)采過(guò)程中儲(chǔ)層—錨板基礎(chǔ)相互 作用的熱—流—力—化學(xué)(THMC)單向時(shí)序耦合分析,。根據(jù)南海水合物富集區(qū)典型儲(chǔ)層條件,,建立了水合物儲(chǔ) 層—錨板基礎(chǔ)數(shù)值模型,模擬經(jīng)歷不同開(kāi)采時(shí)間后錨板拉拔承載試驗(yàn),。結(jié)果表明,,錨板承載性能同時(shí)受控于兩 種機(jī)制:(1)孔壓下降引起儲(chǔ)層摩擦強(qiáng)度增加,提高錨板抗拔承載力,;(2)水合物分解引起儲(chǔ)層黏聚強(qiáng)度減小,,降 低錨板抗拔承載力。當(dāng)錨板距離開(kāi)采井較近時(shí),,兩種機(jī)制交替起主導(dǎo)作用,,錨板抗拔承載力先提高后降低;當(dāng) 距離較遠(yuǎn)時(shí),,降壓的影響機(jī)制并不明顯,,錨板抗拔承載力隨時(shí)間降低。當(dāng)水合物停采后,孔壓影響機(jī)制消失,, 錨板抗拔承載力降低至初始值的 20%左右,。
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關(guān)鍵詞 : 水合物開(kāi)采,;錨板基礎(chǔ);抗拔承載力,;THMC耦合,;降壓法
Abstract
Natural gas hydrate is one of the highest potential energy resources in the future. However, large-scale commercial exploitation of natural gas hydrates may affect the bearing capacity of the surrounding deepwater infrastructure and in turn induce engineering concerns and environmental risks. This paper numerically investigates the uplift bearing capacity of a plate anchor near a hydrate production well. We developed a code in Python to communicate with TOUGH+HYDRATE, a well-established hydrogeology code for simulating multi-phase flow in porous media with hydrates, and ABAQUS, a widely-used commercial finite element code. The thermo-hydro-mechanical-chemical (THMC) one-way sequentially coupled analysis is achieved and adopted to simulate the uplift response of the plate anchor during gas production from a hydrate reservoir configured according to drilling data from the South China Sea. The results show that the uplift bearing capacity of the plate anchor is mainly affected by two mechanisms: 1) the process of depressurization, which improves the bearing capacity of the plate anchor by increasing frictional strength of the surrounding soils; 2) the dissociation of hydrate, which leads to a decrease in cohesion of the surrounding soils and therefore reduces the bearing capacity of the plate anchor. When the anchor plate is close to the well, these two mechanisms dominate in turn, and the uplift bearing capacity of the anchor first increases and then decreases. When the anchor plate is far from the well, the effect of depressurization is insignificant, and the bearing capacity of the anchor decreases over time. After production ends and the pore pressure in the reservoir recovers to the hydrostatic conditions, the bearing capacity of the plate anchor decreases by about 20% of the original value before production.  

 

Key words: gas hydrate production; plate anchor; uplift capacity; THMC coupled analysis; depressurization method
收稿日期: 2020-06-30 ????
PACS: ? ?
基金資助:國(guó)家自然科學(xué)基金項(xiàng)目 (41572267,41877241) 聯(lián)合資助
通訊作者: liufang@#edu.cn
引用本文: ??
HUANG Xiang, LIU Fang, JU Xin. Impact of oceanic hydrate production on the uplift bearing capacity of a nearby plate anchor: THMC coupled simulation. Petroleum Science Bulletin, 2020, 02: 229-238.
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