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Evaluation of hydro-mechano-chemical behaviour of bentonite-sand mixtures

Journal of Rock Mechanics and Geotechnical Engineering 2022年第2期14卷 637-652页

作者： Wenjing Sun Cheng Liu Diansen Yang Dean Sun Department of Civil and Energy Engineering College of Environmental Science and EngineeringDonghua UniversityShanghai201620China Institute for the Conservation of Cultural Heritage Shanghai UniversityShanghai200444China State Key Laboratory of Geomechanics and Geotechnical Engineering Institute of Rock and Soil MechanicsChinese Academy of SciencesWuhan430071China Shanghai Construction Group Co. Ltd.Shanghai200080China Department of Civil Engineering School of Mechanics and Engineering ScienceShanghai UniversityShanghai200444China

Bentonite-sand mixtures are widely used in engineering barrier of deep geological disposal of high-level radioactive nuclear waste and anti-seepage barrier of civil geotechnical engineering.Under the action of groundwater solution infiltration and external stress,the hydro-mechanical(HM)behaviour of bentonitesand mixtures,i.***.the swelling characteristics and permeability,will change.Once the anti-seepage and filtration effect is weakened or lost,the pollutants will spread to the biosphere.Therefore,it is necessary to study the swelling characteristics and permeability of bentonite-sand mixtures under coupled mechanochemical(MC)effect and to establish corresponding prediction model.For this reason,swelling tests under salt solution with different concentrations are conducted on pure bentonite and its mixtures with 30%,70%and 90%sand contents,the compression tests are carried out on saturated samples,and the saturated permeability coefficient k of the sample under each load is calculated by Terzaghi’s one-dimensional consolidation theory.The concepts of true effective stress pe,montmorillonite void ratio em and critical sand content as are introduced to determine the em-pe relationship and finally the k-em relationship of bentonite-sand mixtures.It is found that when the sand content aas,the em-pe relationship of the mixture is linear and independent of the salt solution concentration,and when a>as,the em-pe relationship of bentonite-sand mixture is bi-linear with the true effective deviatoric stress pesa as the intersection.In addition,the em-k relationship also shows the linear trend when aas,and the slope of the line increases with the increase of the salt solution concentration.When a>as,the k-em relationship will deviate from the linear relationship.Moreover,the larger the sand content is,the farther the deviation is.On the basis of summing the regularity,a model for predicting the HM behaviour of bentonite-sand mixture under the coupled MC effect is proposed.By comparing the swelling and permeability test r

关键词： Bentonite-sand mixture Hydro-mechano-chemical(HMC)behaviour Salt solution True effective stress

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Characterization of microstructural features of Tamusu mudstone

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Journal of Rock Mechanics and Geotechnical Engineering 2022年第6期14卷 1923-1932页

作者： Hongdan Yu Chen Lu Weizhong Chen Diansen Yang Honghui Li State Key Laboratory of Geomechanics and Geotechnical Engineering Institute of Rock and Soil MechanicsChinese Academy of SciencesWuhan430071China University of Chinese Academy of Sciences Beijing100049China China National Nuclear Corporation Key Laboratory on Geological Disposal of High-level Radioactive WasteChina Institute for Radiation ProtectionTaiyuan030006China

Tamusu mudstone formation, located in the Alxa area in western Inner Mongolia, is considered a potential host formation for high-level radioactive waste(HLW) underground disposal in China. In this study, complementary analyses with X-ray diffraction(XRD), field emission scanning electron microscopy(FE-SEM), mercury intrusion porosimetry(MIP), and N_(2) physisorption isotherm were conducted on the Tamusu mudstone to characterize its physical characteristics and microstructural features, such as mineral compositions and pore structure. Several minerals, including carbonates, feldspar, clays and analcime, were identified in Tamusu mudstone by XRD. Images from FE-SEM show that pores in the Tamusu mudstone were dominantly on nanometer scale and generally located within their mineral matrix or at the interface with non-porous minerals. The combination of the MIP and N_2 physisorption curves indicated that the Tamusu mudstone has diverse pore sizes, a porosity varying from 2.34% to 2.84%, and a total pore volume in the range of 0.0065—0.0222 cm^(3)/g with the average pore diameter ranging from 9.6 nm to 19.23 nm. The specific surface area measured by MIP(2.572—5.861 m^(2)/g) was generally higher than that by N_(2) physisorption(1.29—3.04 m^(2)/g), due to the pore network effect, pore shape(e.g. ink-bottle shape), or technique limits. The results related to pore information can be applied as an input in the future to model single-or multi-phase fluid flow and the transport of radionuclides in porous geomedium by migration and diffusion.

关键词： Tamusu mudstone Pore structure Field emission scanning electron microscopy(FE-SEM) N_2 physisorption Mercury intrusion porosimetry(MIP)

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Multi-scale modelling of gas flow in nanoscale pore space with fractures

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Journal of Rock Mechanics and Geotechnical Engineering 2020年第1期12卷 32-40页

作者： Qingrong Xiong Diansen Yang Weizhong Chen Research Centre for Radwaste&Decommissioning and Modelling&Simulation Centre Dalton Nuclear InstituteUniversity of ManchesterManchesterM139PLUK School of Mechanical Aerospace and Civil EngineeringUniversity of ManchesterManchesterM139PLUK State Key Laboratory of Geomechanics and Geotechnical Engineering Institute of Rock and Soil MechanicsChinese Academy of SciencesWuhan430071China University of Chinese Academy of Sciences Beijing100049China

In this work,a multi-scale pore network with fractures is developed against experimental data in a wide range of degrees of water saturation.The pore network is constructed based on the measured microstructure information at several length scales.The gas transport is predicted by different gas transport equations(e.g.Javadpour,dusty gas model(DGM),Civan and Klinkenberg),which can consider the fundamental physics mechanisms in tight porous media,such as Knudsen diffusion and viscous flow.Then,the model is applied to simulating the gas permeability of the Callovo-Oxfordian(COx)claystone.The predicted gas permeability is basically in good agreement with the experimental data under different degrees of water saturation.Then the effects of micro-fissures are studied.The results suggest that this model can predict the gas flow in other tight porous media as well and can be applied to other fields such as carbon capture and storage.

关键词： Pore network Nanopores Apparent gas permeability Callovo-Oxfordian(COx)claystone

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Revisiting the methods for gas permeability measurement in tight porous medium

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Journal of Rock Mechanics and Geotechnical Engineering 2019年第2期11卷 263-276页

作者： Diansen Yang Wei Wang Weizhong Chen Xianjun Tan Lige Wang State Key Laboratory of Geomechanics and Geotechnical Engineering Institute of Rock and Soil MechanicsChinese Academy of Sciences University of Chinese Academy of Sciences Geotechnical and Structural Engineering Research Center Shandong University School of Engineering University of Sheffield

Permeability is a key parameter to describe fluid transport properties of porous medium; however, the permeability measurement is extremely difficult for tight porous medium, e.g. fine-grained rock or dense soil. In this paper, three methods for gas permeability measurement, i.e. steady state method, pulse decay method(PDM) and pressure oscillation method(POM), are first reviewed and then their advantages and drawbacks are discussed. Both analytical and numerical solutions of gas permeability are presented for the tight porous medium. The results show that the analytical method is relatively simple but only valid under certain conditions, whilst the numerical method is more robust and generic, which can take into account several factors such as porosity, saturation, gas leakage, and unconventional boundary conditions. The influence of the effective porosity on the permeability determination is further analyzed using the proposed numerical method. In this study, new pressure data interpretation procedures for PDM and POM are proposed, and the obtained results can serve as a guidance to define a proper method for permeability measurement of the tight porous medium.

关键词： Permeability measurement Steady state method Pulse decay method(PDM) Pressure oscillation method(POM) Effective porosity Tight porous medium

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含界面储层水力压裂试验与数值模拟研究进展

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岩石力学与工程学报 2022年第9期41卷 1771-1794页

作者：杨典森周云周再乐中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室湖北武汉430071 中国科学院大学北京100049

深部储层含有大量的天然裂缝、断层、层理等各种不连续界面,这些界面直接影响并制约了水力压裂缝网形成及应用效果。从水力压裂试验、理论及数值模拟3个方面系统分析含界面储层的水力压裂研究进展。首先,梳理了水力压裂物模试验研究进展... 详细信息

深部储层含有大量的天然裂缝、断层、层理等各种不连续界面,这些界面直接影响并制约了水力压裂缝网形成及应用效果。从水力压裂试验、理论及数值模拟3个方面系统分析含界面储层的水力压裂研究进展。首先,梳理了水力压裂物模试验研究进展,探讨了不同含界面储层水力压裂物模试验方法,如加载方式、试样制备、监测手段。其次,基于含界面试样压裂物模试验结果,分析了水力裂缝与界面相互作用理论及影响缝网压裂效果的关键因素。然后,从水力裂缝与界面相互作用数值模拟的难点入手,重点阐述了裂缝交叉处理过程,水力裂缝与界面相互作用及压裂缝网形成机制数值模拟研究进展。最后,总结现阶段含界面储层水力压裂研究中存在的问题及发展趋势。

关键词：岩石力学水力压裂天然裂缝界面相互作用压裂缝网

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A novel numerical simulation method for predicting compressive properties of 3D multiaxial braided composites considering various defects

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中国航空学报:英文版 2023年第9期36卷 369-379页

作者： Ruixin LEI Hao DOU Yan SUN Tao LIU Wei FAN Chenyang SONG Shujuan WANG Yao LU Xue yang diansen LI School of Textile Science and Engineering Xi’an Polytechnic UniversityXi’an 710048China Key Laboratory of Functional Textile Material and Product(Xi’an Polytechnic University) Ministry of EducationXi’an 710048China School of Chemistry Xi’an Jiaotong UniversityXi’an 710049China Key Laboratory of Bio-Inspired Smart Interfacial Science and Technology Ministry of EducationSchool of ChemistryBeihang UniversityBeijing 100191China

This paper reports a novel manufacturing process of preparing the Three-Dimensional Multiaxial Braided Composites(3DMBCs) and the effects of various defects generated in the manufacturing process on the compressive mechanical properties of 3DMBCs through the experimental and numerical methods. The five-step fabrication process of the 3D multiaxial braided preform was firstly introduced in detail. Then, the influences of various defects such as voids, waviness, and fiber breakage defects on the compressive properties of 3DMBCs were discussed. It is found that the fiber breakage defect and waviness defects were the two primary factors on the decrease of compressive properties of 3DMBCs. However, void defects in the resin and interface had little effect on the composites. When the fiber breakage defect content was 25% and the waviness was 7°, the composite compressive modulus decreased by 51%. The progressive damage process and failure mechanism of the composite under 90° compressive loading confirmed the validity of the numerical model by comparing with the experiments.

关键词： Defects 3-Dimensional reinforcement Mechanical properties Numerical model Stress concentrations

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岩盐蠕变行为的宏细观损伤特性试验研究

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岩石力学与工程学报 2011年第7期30卷 1363-1367页

作者：杨典森陈卫忠杨建平李术才巴黎综合理工大学固体力学实验室法国巴黎91128 山东大学岩土与结构工程研究中心山东济南250061 中国科学院武汉岩土力学研究所湖北武汉430071

岩盐的长期力学行为是地下储气库建设安全评估的重要参数,其蠕变特性和所受荷载条件(应力、温度、湿度)与其内部结构紧密相关。利用数字图像相关技术研究金坛岩盐不同尺度下蠕变过程及损伤演化。数字图像测试技术不仅给出材料在100μm... 详细信息

岩盐的长期力学行为是地下储气库建设安全评估的重要参数,其蠕变特性和所受荷载条件(应力、温度、湿度)与其内部结构紧密相关。利用数字图像相关技术研究金坛岩盐不同尺度下蠕变过程及损伤演化。数字图像测试技术不仅给出材料在100μm和厘米尺度全场应变分布,而且跟踪裂纹的发展变化。重点介绍不同应力水平下材料的蠕变行为,试验结果验证了蠕变速率随应力水平的提高而增加,测量到该岩盐在11 MPa的单轴条件下的宏观尺度稳定蠕变速率为10-9 s-1左右,而细观蠕变速率与其对应的结构紧密相关。蠕变过程中,裂纹扩展引起的损伤被准确定位,主要在晶粒与晶粒之间,且主要属于张拉破坏。

关键词：岩石力学岩盐地下储气库蠕变行为数字图像相关技术多尺度测量

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裂隙岩体地下工程稳定性研究发展趋势

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岩石力学与工程学报 2021年第10期40卷 1945-1961页

作者：陈卫忠王鲁瑀谭贤君杨典森袁敬强杨建平中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室湖北武汉430071 中国科学院大学北京100049

国内外大量地下工程建设的实践表明,岩体中的不连续面对地下工程的建造与长期运行安全有重要影响,有时甚至是决定性的作用,深入研究裂隙岩体的力学和渗流特性,研究成果对指导工程实践具有重要意义。在详细总结国内外学者和作者团队在裂... 详细信息

国内外大量地下工程建设的实践表明,岩体中的不连续面对地下工程的建造与长期运行安全有重要影响,有时甚至是决定性的作用,深入研究裂隙岩体的力学和渗流特性,研究成果对指导工程实践具有重要意义。在详细总结国内外学者和作者团队在裂隙岩体力学特性的理论模型、室内试验、现场原位试验、数值仿真方法等方面研究成果的基础上,提出裂隙岩体地下工程稳定性研究的重点发展方向,并探讨裂隙三维几何表征与数值建模、裂隙岩体应力渗流耦合特性、裂隙岩体宏细观渐进破坏机制及数值仿真技术和裂隙岩体地下工程锚固机制与新技术等。

关键词：岩石力学裂隙岩体地下工程力学特性多场耦合裂隙扩展锚固技术

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强震区隧洞工程服役期抗震性能研究

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岩石力学与工程学报 2018年第A01期37卷 3533-3541页

作者：宋万鹏陈卫忠赵武胜杨典森赵坤中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室湖北武汉430071 中国科学院大学北京100049 山东大学岩土与结构工程研究中心山东济南250061

为了研究我国西部强震区重大岩石地下工程服役期的抗震性能,基于时变可靠度理论,提出一种地下工程衬砌服役期抗震性能的基于Matlab-Abaqus平台的BP联合计算方法。该方法基于拉丁超立方抽样技术和神经网络,因此具有精度高、计算量小等优... 详细信息

为了研究我国西部强震区重大岩石地下工程服役期的抗震性能,基于时变可靠度理论,提出一种地下工程衬砌服役期抗震性能的基于Matlab-Abaqus平台的BP联合计算方法。该方法基于拉丁超立方抽样技术和神经网络,因此具有精度高、计算量小等优点。以滇中引水香炉山隧洞为例,计算结果表明,结构抗力和荷载响应的均值在服役期内均呈现缓慢下降趋势,但结构抗力的标准差增长的更快,表现为结构抗力的样本离散程度更大,导致服役后期结构可靠度指标的迅速下降。该方法能快速有效地给出衬砌结构在整个服役期内的抗震性能及结构可靠度的变化趋势,为合理选择结构加固时间提供了理论依据,该方法为强震区地下工程服役期抗震性能研究提供参考和借鉴。

关键词：地下工程服役期抗震性能时变可靠度

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逆断层错动作用下隧道衬砌铰接设计参数研究

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岩石力学与工程学报 2018年第A01期37卷 3411-3421页

作者：赵坤陈卫忠赵武胜杨典森宋万鹏中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室湖北武汉430071 中国科学院大学北京100049 山东大学岩土与结构工程研究中心山东济南250061

以滇中引水工程香炉山隧洞穿越断层为工程背景,运用有限元方法计算断层错动作用下衬砌的轴向力学特性,发现断层错动对衬砌的影响集中在错动面两侧30 m。基于衬砌弯矩沿轴向的分布,初步确定"铰接设计"中节段长度及节段间柔性连接的宽度... 详细信息

以滇中引水工程香炉山隧洞穿越断层为工程背景,运用有限元方法计算断层错动作用下衬砌的轴向力学特性,发现断层错动对衬砌的影响集中在错动面两侧30 m。基于衬砌弯矩沿轴向的分布,初步确定"铰接设计"中节段长度及节段间柔性连接的宽度。通过正交试验研究衬砌节段长度、柔性连接宽度、柔性连接材料强度3种因素及水平对衬砌内力的影响,并采用极差分析得到"铰接设计"的最优水平组合。结果表明,"铰接设计"是一种有效的抗错断措施,通过自身变形有效吸收断层错动产生的位移,且能够大幅度减小衬砌沿轴向的内力值,弯矩、剪力、轴力的降幅均超过80%。综合比较了纤维塑性混凝土与高性能泡沫混凝土在强度及渗透性方面的优、缺点,认为纤维塑性混凝土具有一定弹性模量、抗渗性好、抗拉强度和韧性高,可作为柔性连接材料用于铰接设计,研究结果可为过断层隧洞设计提供一定参考价值。

关键词：隧道工程断层错动衬砌内力铰接设计正交试验极差分析抗错断措施

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