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| 1 | 储层裂缝随机建模方法研究进展显示文摘作为研究裂缝空间展布的有效手段,储层裂缝建模可分为确定性建模与随机建模两大类,且随机建模方式应用广泛。储层裂缝随机建模包括基于空间剖分的裂缝建模、离散裂缝网络建模、基于变差函数的裂缝建模、基于多点地质统计学的裂缝建模和基于分形特征迭代的裂缝建模等五类。本文结合实例详细介绍了五类随机建模方法的原理、特点及其适用性。第一类方法适用于简单裂缝系统建模,第二、三、四类方法适用于大部分裂缝系统建模,第五类方法适用于分形特征明显的裂缝系统(如压裂诱导缝)建模。同时本文系统分析了各类方法的优缺点,并展望了储层裂缝随机建模方法的发展趋势。 | 董少群 曾联波 Xu Chaoshui 曹菡 王圣娇 吕文雅 | 2018 | 石油地球物理勘探2018，53，3： | 34 |
| 2 | 裂缝密度约束的离散裂缝网络建模方法与实现显示文摘如何高效地用多种类型资料(如地震、测井、岩芯等)所得到的裂缝信息对离散裂缝网络建模至关重要。为此本文提出一种裂缝密度约束的离散裂缝网络建模方法,将多种裂缝先验信息转换为裂缝密度,通过密度约束裂缝网络模型。方法对裂缝位置的确定方法进行改进,从编程的角度对二维和三维实现进行了分析,同时讨论了方法的适用性及参数设定。为验证方法效果,实例分析部分选用鄂尔多斯盆地延河剖面附近的一井区数据进行裂缝建模,并与实际生产资料进行比对,结果表明该方法所建立的裂缝模型与实际生产数据吻合。 | 董少群 曾联波 曹菡 XU Chaoshui 王圣娇 | 2018 | 地质论评2018，64，5： | 11 |
| 3 | Carbon sequestration potential of the Habanero reservoir when carbon dioxide is used as the heat exchange fluid显示文摘The use of sequestered carbon dioxide(CO_2) as the heat exchange fluid in enhanced geothermal system(EGS) has significant potential to increase their productivity, contribute further to reducing carbon emissions and increase the economic viability of geothermal power generation. Coupled CO_2 sequestration and geothermal energy production from hot dry rock(HDR) EGS were first proposed 15 years ago but have yet to be practically implemented. This paper reviews some of the issues in assessing these systems with particular focus on the power generation and CO_2 sequestration capacity. The Habanero geothermal field in the Cooper Basin of South Australia is assessed for its potential CO_2 storage capacity if supercritical CO_2 is used as the working fluid for heat extraction. The analysis suggests that the major CO_2 sequestration mechanisms are the storage in the fracture-stimulation damaged zone followed by diffusion into the pores within the rock matrix. The assessment indicates that 5% of working fluid loss commonly suggested as the storage capacity might be an over-estimate of the long-term CO_2 sequestration capacity of EGS in which supercritical CO_2 is used as the circulation fluid. | Chaoshui Xu Peter Dowd Qi Li | 2016 | Journal of Rock Mechanics and Geotechnical Engineering2016，8，1： | 4 |
| 4 | Field implementation of enzyme-induced carbonate precipitation technology for reinforcing a bedding layer beneath an underground cable duct显示文摘A suitable bearing capacity of foundation is critical for the safety of civil structures.Sometimes foundation reinforcement is necessary and an effective and environmentally friendly method would be the preferred choice.In this study,the potential application of enzyme-induced carbonate precipitation(EICP)was investigated for reinforcing a 0.6 m bedding layer on top of clay to improve the bearing capacity of the foundation underneath an underground cable duct.Laboratory experiments were conducted to determine the optimal operational parameters for the extraction of crude urease liquid and optimal grain size range of sea sands to be used to construct the bedding layer.Field tests were planned based on orthogonal experimental design to study the factors that would significantly affect the biocementation effect on site.The dynamic deformation modulus,calcium carbonate content and longterm ground stress variations were used to evaluate the bio-cementation effect and the long-term performance of the EICP-treated bedding layer.The laboratory test results showed that the optimal duration for the extraction of crude urease liquid is 1 h and the optimal usage of soybean husk powder in urease extraction solution is 100 g/L.The calcium carbonate production rate decreases significantly when the concentration of cementation solution exceeds 0.5 mol/L.The results of site trial showed that the number of EICP treatments has the most significant impact on the effectiveness of EICP treatment and the highest dynamic deformation modulus(Evd)of EICP-treated bedding layer reached 50.55 MPa.The area with better bio-cementation effect was found to take higher ground stress which validates that the EICP treatment could improve the bearing capacity of foundation by reinforcing the bedding layer.The field trial described and the analysis introduced in this paper can provide a practical basis for applying EICP technology to the reinforcement of bedding layer in poor ground conditions. | Kai Xu Ming Huang Jiajie Zhen Chaoshui Xu Mingjuan Cui | 2023 | Journal of Rock Mechanics and Geotechnical Engineering2023，15，4： | 2 |
| 5 | A new computer code for discrete fracture network modelling显示文摘 | Chaoshui Xu Peter Dowd | 2009 | Computers and Geosciences2009，，3： | 1 |
| 6 | A new computer code for discrete fracture network modelling显示文摘 | Chaoshui Xu Peter Dowd | 2009 | Computers and Geosciences2009，，3： | 1 |
| 7 | A new computer code for discrete fracture network modelling显示文摘 | XU CHAOSHUI PETER DOWD | 2010 | Computers and Geoseienees2010，，36： | 1 |
| 8 | Effect of drying-wetting cycles on pore characteristics and mechanical properties of enzyme-induced carbonate precipitation-reinforced sea sand显示文摘Enzyme-induced carbonate precipitation(EICP)is an emanating,eco-friendly and potentially sound technique that has presented promise in various geotechnical applications.However,the durability and microscopic characteristics of EICP-treated specimens against the impact of drying-wetting(D-W)cycles is under-explored yet.This study investigates the evolution of mechanical behavior and pore charac-teristics of EICP-treated sea sand subjected to D-W cycles.The uniaxial compressive strength(UCS)tests,synchrotron radiation micro-computed tomography(micro-CT),and three-dimensional(3D)recon-struction of CT images were performed to study the multiscale evolution characteristics of EICP-reinforced sea sand under the effect of D-W cycles.The potential correlations between microstructure characteristics and macro-mechanical property deterioration were investigated using gray relational analysis(GRA).Results showed that the UCS of EICP-treated specimens decreases by 63.7% after 15 D-W cycles.The proportion of mesopores gradually decreases whereas the proportion of macropores in-creases due to the exfoliated calcium carbonate with increasing number of D-W cycles.The micro-structure in EICP-reinforced sea sand was gradually disintegrated,resulting in increasing pore size and development of pore shape from ellipsoidal to columnar and branched.The gray relational degree suggested that the weight loss rate and UCS deterioration were attributed to the development of branched pores with a size of 100-1000 m m under the action of D-W cycles.Overall,the results in this study provide a useful guidancee for the long-term stability and evolution characteristics of EICP-reinforced sea sand under D-W weathering conditions. | Ming Huang Kai Xu Zijian Liu Chaoshui Xu Mingjuan Cui | 2024 | Journal of Rock Mechanics and Geotechnical Engineering2024，16，1： | 0 |
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