According to the analogical relation in the governing differential equations of the humidity stress field theory and the temperature stress field theory, the problem of solving the humidity stress field was transforme...According to the analogical relation in the governing differential equations of the humidity stress field theory and the temperature stress field theory, the problem of solving the humidity stress field was transformed into that of solving the temperature stress field by the change of parameters. As a result, the problem of roadways in swelling rock under the coupling function of water and ground pressure can be solved by the analytical module of temperature stress field in software ANSYS. In the numerical simulation mentioned above, three kinds of supporting, i.e. steel support, bolting support and non support, were taken into account, the pressure distribution and deformation state of roadways with a swelling rock floor under the coupling function of water and ground pressure were analyzed and compared with those in the action of only ground pressure. The research results provides a scientific basis for the deformation control of roadways in swelling rock.展开更多
In the context of deep geological disposal of radioactive waste in clay formations, the thermo-hydro- mechanical (THM) behavior of the indurated Callovo-Oxfordian and Opalinus clay rocks has been extensively investi...In the context of deep geological disposal of radioactive waste in clay formations, the thermo-hydro- mechanical (THM) behavior of the indurated Callovo-Oxfordian and Opalinus clay rocks has been extensively investigated in our laboratory under repository relevant conditions: (1) rock stress covering the range from the lithostatic state to redistributed levels after excavation; (2) variation of the humidity in the openings due to ventilation as well as hydraulic drained and undrained boundary conditions; (3) gas generation from corrosion of metallic components within repositories; and (4) thermal loading from high-level radioactive waste up to the designed maximum temperature of 90 ~C and even beyond to 150 ~C, Various important aspects concerning the long-term barrier functions of the clay host rocks have been studied: (1) fundamental concept for effective stress in the porous clay-water system; (2) stress- driven deformation and damage as well as resulting permeability changes; (3) moisture influences on mechanical properties; (4) self-sealing of fractures under mechanical load and swelling]slaking of clay minerals upon water uptake; (5) gas migration in fractured and resealed claystones; and (6) thermal impact on the hydro-mechanical behavior and properties, Major findings from the investigations are summarized in this paper,展开更多
This paper examines the effective stress in indurated clay rock theoretically and experimentally.A stress concept is derived from the analysis of the microstructure and of the pore water in the highly-indurated Callov...This paper examines the effective stress in indurated clay rock theoretically and experimentally.A stress concept is derived from the analysis of the microstructure and of the pore water in the highly-indurated Callovo-Oxfordian and Opalinus clay rocks,and subsequently validated by various experiments performed on these claystones.The concept suggests that the interparticle or effective stress in a dense clay ewater system is transferred through both the adsorbed interparticle pore water in narrow pores and the solidesolid contact between non-clay mineral grains.The experiments show that the adsorbed pore water in the claystones is capable of bearing deviatoric effective stresses up to the failure strength.The applied stresses are for the most part or even totally transferred by the bound pore water,i.e.the swelling pressure in the interparticle bound pore water is almost equivalent to the effective stress.This stress concept provides a reasonable view to the nature of the effective stress in argillaceous rock and forms the fundamental basis for studies of the hydro-mechanical properties and processes in clay formations.展开更多
So far there has been no common opinion on oil source of the Chepaizi swell in the Junggar Basin. Therefore, it is difficult to determine the pathway system and trend of hydrocarbon migration, and this resulted in dif...So far there has been no common opinion on oil source of the Chepaizi swell in the Junggar Basin. Therefore, it is difficult to determine the pathway system and trend of hydrocarbon migration, and this resulted in difficulties in study of oil-gas accumulation patterns. In this paper, study of nitrogen compounds distribution in oils from Chepaizi was carried out in order to classify source rocks of oils stored in different reservoirs in the study area. Then, migration characteristics of oils from the same source were investigated by using nitrogen compounds parameters. The results of nitrogen compounds in a group of oil/oil sand samples from the same source indicate that the oils trapped in the Chepaizi swell experienced an obvious vertical migration. With increasing migration distance, amounts and indices of carbazoles have a regular changing pattern (in a fine linear relationship). By using nitrogen compounds techniques, the analyzed oil/oil sand samples of Chepaizi can be classified into two groups. One is the samples stored in reservoir beds of the Cretaceous and Tertiary, and these oils came from mainly Jurassic source rock with a small amount of Cretaceous rock; the other is those stored in the Jurassic, Permian and Carboniferous beds, and they originated from the Permian source. In addition, a sample of oil from an upper Jurassic reservoir (Well Ka 6), which was generated from Jurassic coal source rock, has a totally different nitrogen compound distribution from those of the above-mentioned two groups of samples, which were generated from mudstone sources. Because of influence from fractionation of oil migration, amounts and ratios of nitrogen compounds with different structures and polarities change regularly with increasing migrating distance, and as a result the samples with the same source follow a good linear relationship in content and ratio, while the oil samples of different sources have obviously different nitrogen compound distribution owing to different organic matter types of their source rocks. These conclusions of oil source study are identical with those obtained by other geochemical bio-markers. Therefore, nitrogen compounds are of great significance in oil type classification and oil/source correlation.展开更多
底鼓是深埋高应力软岩隧道常遇灾害,现有底鼓力学机制忽略了隧道开挖导致的围岩应力释放、应力转移和应力集中现象,仅对初始地应力状态进行了分析。因此,鉴于有限元-离散元耦合数值方法(finite-discrete element method,简称FDEM)在模...底鼓是深埋高应力软岩隧道常遇灾害,现有底鼓力学机制忽略了隧道开挖导致的围岩应力释放、应力转移和应力集中现象,仅对初始地应力状态进行了分析。因此,鉴于有限元-离散元耦合数值方法(finite-discrete element method,简称FDEM)在模拟岩体材料弹塑性连续变形和断裂失效非连续变形以及破碎块体接触方面的优越性,采用FDEM数值模拟方法研究了隧道底板渐进破裂碎胀大变形演化机制,并研究了地应力侧压系数、围岩体抗拉强度和底板位置对底鼓机制的影响。结果表明:(1)隧道底板底鼓力学机制为围岩的破裂碎胀性大变形,可简述为隧道开挖导致径向应力降低、切向应力升高,当升高的切向应力超过岩体强度时便产生共轭剪切破裂并伴随拉伸断裂,最大切向应力不断向深处完整围岩演化直至与岩体强度达到极限平衡状态,剪切裂隙也随之不断向深处扩展,深部块体推挤浅部块体向隧道空间移动并产生大量空隙,发生体积膨胀现象,造成底鼓灾害;(2)根据地应力侧压系数和围岩体抗拉强度的不同,可归纳出5类不同的底板破坏模式,但都可归结为由于最大切向集中应力造成的破裂碎胀性大变形。修正了原有底鼓力学机制未考虑应力释放、转移和集中等应力演化现象的不足,提出了一种新的基于渐进破裂碎胀性大变形的底鼓力学机制,为隧道底鼓机制的研究提供了一种新视角。展开更多
文摘According to the analogical relation in the governing differential equations of the humidity stress field theory and the temperature stress field theory, the problem of solving the humidity stress field was transformed into that of solving the temperature stress field by the change of parameters. As a result, the problem of roadways in swelling rock under the coupling function of water and ground pressure can be solved by the analytical module of temperature stress field in software ANSYS. In the numerical simulation mentioned above, three kinds of supporting, i.e. steel support, bolting support and non support, were taken into account, the pressure distribution and deformation state of roadways with a swelling rock floor under the coupling function of water and ground pressure were analyzed and compared with those in the action of only ground pressure. The research results provides a scientific basis for the deformation control of roadways in swelling rock.
基金funded by the German Federal Ministry for Economic Affairs and Energy(BMWi)under contract number02E10377
文摘In the context of deep geological disposal of radioactive waste in clay formations, the thermo-hydro- mechanical (THM) behavior of the indurated Callovo-Oxfordian and Opalinus clay rocks has been extensively investigated in our laboratory under repository relevant conditions: (1) rock stress covering the range from the lithostatic state to redistributed levels after excavation; (2) variation of the humidity in the openings due to ventilation as well as hydraulic drained and undrained boundary conditions; (3) gas generation from corrosion of metallic components within repositories; and (4) thermal loading from high-level radioactive waste up to the designed maximum temperature of 90 ~C and even beyond to 150 ~C, Various important aspects concerning the long-term barrier functions of the clay host rocks have been studied: (1) fundamental concept for effective stress in the porous clay-water system; (2) stress- driven deformation and damage as well as resulting permeability changes; (3) moisture influences on mechanical properties; (4) self-sealing of fractures under mechanical load and swelling]slaking of clay minerals upon water uptake; (5) gas migration in fractured and resealed claystones; and (6) thermal impact on the hydro-mechanical behavior and properties, Major findings from the investigations are summarized in this paper,
基金funded by the German Federal Ministry of Economics and Technology (BMWi) under contract 02E10377
文摘This paper examines the effective stress in indurated clay rock theoretically and experimentally.A stress concept is derived from the analysis of the microstructure and of the pore water in the highly-indurated Callovo-Oxfordian and Opalinus clay rocks,and subsequently validated by various experiments performed on these claystones.The concept suggests that the interparticle or effective stress in a dense clay ewater system is transferred through both the adsorbed interparticle pore water in narrow pores and the solidesolid contact between non-clay mineral grains.The experiments show that the adsorbed pore water in the claystones is capable of bearing deviatoric effective stresses up to the failure strength.The applied stresses are for the most part or even totally transferred by the bound pore water,i.e.the swelling pressure in the interparticle bound pore water is almost equivalent to the effective stress.This stress concept provides a reasonable view to the nature of the effective stress in argillaceous rock and forms the fundamental basis for studies of the hydro-mechanical properties and processes in clay formations.
基金supported by the State 973 Funds(No. 2006CB202308)
文摘So far there has been no common opinion on oil source of the Chepaizi swell in the Junggar Basin. Therefore, it is difficult to determine the pathway system and trend of hydrocarbon migration, and this resulted in difficulties in study of oil-gas accumulation patterns. In this paper, study of nitrogen compounds distribution in oils from Chepaizi was carried out in order to classify source rocks of oils stored in different reservoirs in the study area. Then, migration characteristics of oils from the same source were investigated by using nitrogen compounds parameters. The results of nitrogen compounds in a group of oil/oil sand samples from the same source indicate that the oils trapped in the Chepaizi swell experienced an obvious vertical migration. With increasing migration distance, amounts and indices of carbazoles have a regular changing pattern (in a fine linear relationship). By using nitrogen compounds techniques, the analyzed oil/oil sand samples of Chepaizi can be classified into two groups. One is the samples stored in reservoir beds of the Cretaceous and Tertiary, and these oils came from mainly Jurassic source rock with a small amount of Cretaceous rock; the other is those stored in the Jurassic, Permian and Carboniferous beds, and they originated from the Permian source. In addition, a sample of oil from an upper Jurassic reservoir (Well Ka 6), which was generated from Jurassic coal source rock, has a totally different nitrogen compound distribution from those of the above-mentioned two groups of samples, which were generated from mudstone sources. Because of influence from fractionation of oil migration, amounts and ratios of nitrogen compounds with different structures and polarities change regularly with increasing migrating distance, and as a result the samples with the same source follow a good linear relationship in content and ratio, while the oil samples of different sources have obviously different nitrogen compound distribution owing to different organic matter types of their source rocks. These conclusions of oil source study are identical with those obtained by other geochemical bio-markers. Therefore, nitrogen compounds are of great significance in oil type classification and oil/source correlation.
文摘底鼓是深埋高应力软岩隧道常遇灾害,现有底鼓力学机制忽略了隧道开挖导致的围岩应力释放、应力转移和应力集中现象,仅对初始地应力状态进行了分析。因此,鉴于有限元-离散元耦合数值方法(finite-discrete element method,简称FDEM)在模拟岩体材料弹塑性连续变形和断裂失效非连续变形以及破碎块体接触方面的优越性,采用FDEM数值模拟方法研究了隧道底板渐进破裂碎胀大变形演化机制,并研究了地应力侧压系数、围岩体抗拉强度和底板位置对底鼓机制的影响。结果表明:(1)隧道底板底鼓力学机制为围岩的破裂碎胀性大变形,可简述为隧道开挖导致径向应力降低、切向应力升高,当升高的切向应力超过岩体强度时便产生共轭剪切破裂并伴随拉伸断裂,最大切向应力不断向深处完整围岩演化直至与岩体强度达到极限平衡状态,剪切裂隙也随之不断向深处扩展,深部块体推挤浅部块体向隧道空间移动并产生大量空隙,发生体积膨胀现象,造成底鼓灾害;(2)根据地应力侧压系数和围岩体抗拉强度的不同,可归纳出5类不同的底板破坏模式,但都可归结为由于最大切向集中应力造成的破裂碎胀性大变形。修正了原有底鼓力学机制未考虑应力释放、转移和集中等应力演化现象的不足,提出了一种新的基于渐进破裂碎胀性大变形的底鼓力学机制,为隧道底鼓机制的研究提供了一种新视角。