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湛江强结构性黏土的物理力学性质指标及相关性分析 被引量:38
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作者 张先伟 孔令伟 +1 位作者 郭爱国 拓勇飞 《工程地质学报》 CSCD 北大核心 2011年第4期447-454,共8页
湛江黏土具有较强的结构性,结构性对土的力学特性影响不容忽视。对湛江黏土的物理力学指标的相关性和变异性进行统计分析,建立重要指标间的关系经验公式,这可为湛江地区地基基础可靠性设计的参数选取提供依据。结果表明,湛江黏土富含黏... 湛江黏土具有较强的结构性,结构性对土的力学特性影响不容忽视。对湛江黏土的物理力学指标的相关性和变异性进行统计分析,建立重要指标间的关系经验公式,这可为湛江地区地基基础可靠性设计的参数选取提供依据。结果表明,湛江黏土富含黏粒、黏土矿物含量高、含胶凝状的有机质成分、强胶结特性以及片状颗粒为主的絮凝结构是导致其具有不良物理性质和良好力学特性指标的根本原因。不同区域黏土的力学指标空间变异性较大,但物理指标变异性较小。e-ω、ωL-ω、ωL-e、a1-2-e关系具有线性相关性,但相互关系明显不同于其他地区黏土特征,因此,工程设计中不能简单借鉴其他地区黏土经验公式。 展开更多
关键词 湛江黏土 强结构性 物理力学指标 相关性
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湛江强结构性黏土强度特性的应力路径效应 被引量:14
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作者 孔令伟 臧濛 +1 位作者 郭爱国 拓勇飞 《岩土力学》 EI CAS CSCD 北大核心 2015年第S1期19-24,共6页
为探讨湛江强结构性原状土与相应重塑土在不同应力路径下的强度特性及其与结构性的关联性,开展了在不同固结条件下的主动压缩、被动压缩、主动伸长3种应力路径试验,分析了该强结构性黏土在不同应力条件下的力学性状与强度特性。结果表明... 为探讨湛江强结构性原状土与相应重塑土在不同应力路径下的强度特性及其与结构性的关联性,开展了在不同固结条件下的主动压缩、被动压缩、主动伸长3种应力路径试验,分析了该强结构性黏土在不同应力条件下的力学性状与强度特性。结果表明,湛江黏土的剪切破坏形态主要是单一型、双交叉剪切带与"腰鼓"型3类,应力-应变特性主要为轻度应变软化、强烈应变软化、轻度应变硬化、强烈应变硬化4类;偏压固结下试样破坏应变小于等压固结相应值,破坏强度及初始弹性模量比后者大;不同应力路径下土的强度差异主要反映在结构屈服前有效黏聚力的不同,结构屈服前,原状土的黏聚力高于重塑土的黏聚力,内摩擦角小于后者;结构屈服后,黏聚力逐渐减小,内摩擦角略有增大。原状土到重塑土的转变过程是黏聚力与内摩擦力在土体内部相互消长的过程,强结构性黏土在结构屈服前的强度指标具有较强应力路径依赖性。 展开更多
关键词 湛江黏土 强结构性 应力路径 度特性 黏聚力 结构屈服
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强结构性天然沉积土的强度变形特性 被引量:27
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作者 洪振舜 立石义孝 邓永锋 《岩土力学》 EI CAS CSCD 北大核心 2004年第8期1201-1204,共4页
广泛分布在日本大分县的天然硅藻土是一种令人惊奇的具有正常固结历史的天然沉积结构土,其含水量如豆腐,却硬如石头。由于具有强结构性,其土样不会受到取样及成形过程的扰动影响,能够在室内对其天然状态进行力学性状研究,是一种难得的... 广泛分布在日本大分县的天然硅藻土是一种令人惊奇的具有正常固结历史的天然沉积结构土,其含水量如豆腐,却硬如石头。由于具有强结构性,其土样不会受到取样及成形过程的扰动影响,能够在室内对其天然状态进行力学性状研究,是一种难得的天然沉积结构性土。采用最大压力达10MPa的高压三轴仪对天然沉积硅藻土进行试验,以探讨强结构性天然沉积土的力学性状。结果表明,其固结屈服压力达到上覆压力的57倍以上,固结屈服前的压缩曲线是水平的,固结压力达到固结屈服压力时,压缩性突增。强度试验结果显示,处于固结屈服前状态的强度与应力水平无关,而处于固结屈服后状态时其强度包络线与重塑粘土同样为通过原点的直线。 展开更多
关键词 压缩性状 固结屈服压力 天然沉积硅藻土 度性状 强结构性
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适用于强结构性黏土的修正邓肯-张模型研究 被引量:4
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作者 张秋敏 裴利华 +1 位作者 桂跃 杨醒宇 《水利水运工程学报》 CSCD 北大核心 2022年第2期117-125,共9页
土体的力学特性受结构性影响十分显著,结构性越强,破坏后变形越大,对实际工程影响越显著。目前对结构性土的特殊工程性质已有广泛认识,但如何用数学方法准确描述其强度和变形间的关系仍是主要研究内容。对分布在云南昭通地区的强结构性... 土体的力学特性受结构性影响十分显著,结构性越强,破坏后变形越大,对实际工程影响越显著。目前对结构性土的特殊工程性质已有广泛认识,但如何用数学方法准确描述其强度和变形间的关系仍是主要研究内容。对分布在云南昭通地区的强结构性黏土进行了试验研究,结果表明:其结构屈服应力高达800 kPa,属于典型的强结构性土。根据常规三轴试验的应力-应变关系,将强结构性黏土的剪切变形划分为结构未破坏阶段、结构逐渐破坏阶段和结构完全破坏阶段;基于破坏过程,对传统邓肯-张模型进行修正,引入损伤比参数,建立适用于强结构性黏土的修正邓肯-张本构模型。对模型中的初始剪切模量、主应力差渐进值和剪切模量参数进行推导分析,各参数值与试验的土体剪切变形规律相符合;对已有结构性土的试验数据进行拟合分析,结果表明该修正模型可以较好地描述强结构性黏土的应力-应变特性规律。 展开更多
关键词 强结构性黏土 结构屈服应力 邓肯-张模型 应力-应变关系 损伤比
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湛江强结构性粘土的形成机理分析 被引量:4
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作者 拓勇飞 孔令伟 +1 位作者 郭爱国 谭罗荣 《工程地质学报》 CSCD 2004年第z1期79-83,共5页
立足于土体赋存的地质背景,以湛江地区第四系下更新统湛江组强结构性粘土地层为依托,浅析了该地区土的工程特性与沉积特征,发现湛江粘土是一种典型的强结构性土,属陆相沉积为主的河控三角洲相(即海陆交互相)沉积层,由于受该区构造运动... 立足于土体赋存的地质背景,以湛江地区第四系下更新统湛江组强结构性粘土地层为依托,浅析了该地区土的工程特性与沉积特征,发现湛江粘土是一种典型的强结构性土,属陆相沉积为主的河控三角洲相(即海陆交互相)沉积层,由于受该区构造运动的强烈影响,该土集多种地质营力的复杂耦合作用而呈现出特殊的沉积特征;胶结作用是其具有较高的结构强度的根本原因,成土演化过程与红土有着"亲缘"关系. 展开更多
关键词 强结构性 粘土 形成机理 工程特性
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湛江组结构性黏土区域微观结构特性研究 被引量:11
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作者 沈建华 汪稔 +2 位作者 郑郧 韩健庄 陈晓东 《岩土力学》 EI CAS CSCD 北大核心 2013年第7期1931-1936,共6页
形成于早更新世的湛江组地层广泛分布于雷州半岛地区,其最为典型的灰色黏土因具有强结构性,在实际工程中出现了一系列岩土工程问题,为众多学者所关注。根据地层学研究结果,雷州半岛各区域的湛江组灰色黏土具有不同沉积环境。由于地质成... 形成于早更新世的湛江组地层广泛分布于雷州半岛地区,其最为典型的灰色黏土因具有强结构性,在实际工程中出现了一系列岩土工程问题,为众多学者所关注。根据地层学研究结果,雷州半岛各区域的湛江组灰色黏土具有不同沉积环境。由于地质成因的差异,灰色黏土在不同区域表现出不同的工程特性。工程实际中,灰色黏土工程特性的区域性,使得工程界及研究者对于该土层的工程力学效益更是难以掌握。利用X射线衍射试验及电镜扫描试验,研究了不同区域灰色黏土的矿物成分及含量、微结构等微观结构特性。结果表明:不同沉积环境灰色黏土矿物成分及含量存在区域性差异,各矿物成分按照不同比例组合,形成的土体微结构区域特性明显。灰色黏土具有强结构性微观机制的揭示及区域差异性的分析,有利于对该层黏土的全面认知和利用。 展开更多
关键词 湛江组 结构性黏土 强结构性 微观结构 区域性
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Surface Pressure Loading Technology of Ship Structures 被引量:2
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作者 DAI Ze-yu WEI Peng-yu +3 位作者 CHEN Xiao-ping JIANG Ze CHEN Zhe TANG Qin 《船舶力学》 EI CSCD 北大核心 2024年第12期1940-1952,共13页
A hull structure is prone to local deformation and damage due to the pressure load on the surface.How to simulate surface pressure is an important issue in ship structure test.The loading mode of hydraulic actuator co... A hull structure is prone to local deformation and damage due to the pressure load on the surface.How to simulate surface pressure is an important issue in ship structure test.The loading mode of hydraulic actuator combined with high-pressure flexible bladder was proposed,and the numerical model of the loading device based on flexible bladder was established.The design and analysis method of high-pressure flexible bladder based on aramid-fiber reinforced thermoplastic polyurethane was proposed to break through the surface pressure loading technology of ship structures.The surface pressure loading system based on flexible bladder was developed.The ultimate strength verification test of the box girder under the combined action of bending moment and pressure was carried out to systematically verify the feasibility and applicability of the loading system.The results show that the surface pressure loading technology can be used well for applying uniform pressure to ship structures.Compared with the traditional surface loading methods,the improved device can be applied with horizontal constant pressure load,with rapid response and safe process,and the pressure load is always stable with the increase of the bending moment load during the test.The requirement for uniform loading in the comprehensive strength test of large structural models is satisfied and the accuracy of the test results is improved by this system. 展开更多
关键词 surface pressure load loading system ship structure strength test flexible bladder
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Hetero-metallic lithiophilic sites to assist sustained diffusion-deposition of Li^(+) toward stable lithium metal anodes
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作者 HUANG Shao-zhen HE Pan +2 位作者 YU Hua-ming LI Hui-miao CHEN Li-bao 《Journal of Central South University》 CSCD 2024年第12期4437-4448,共12页
Lithium metal stands out as an exceptionally promising anode material,boasting an extraordinarily high theoretical capacity and impressive energy density.Despite these advantageous characters,the issues of dendrite fo... Lithium metal stands out as an exceptionally promising anode material,boasting an extraordinarily high theoretical capacity and impressive energy density.Despite these advantageous characters,the issues of dendrite formation and volume expansion of lithium metal anodes lead to performance decay and safety concerns,significantly impeding their advancement towards widespread commercial viability.Herein,a lithium-rich Li-B-In composite anode with abundant lithophilic sites and outstanding structural stability is reported to address the mentioned challenges.The evenly distributed Li-In alloy in the bulk phase of anodes act as mixed ion/electron conductors and nucleation sites,facilitating accelerated Li ions transport dynamics and suppressing lithium dendrite formation.Additionally,these micron-sized Li-In particles in LiB fibers framework can enhance overall structural integrity and provide sufficient interior space to accommodate the volume changes during cycling.The electrochemical performance of Li-B-In composite anode exhibits long-term cyclability,superior rate performance and high-capacity retention.This work confirms that the synergy between a 3 D skeleton and hetero-metallic lithiophilic sites can achieve stable and durable lithium metal anodes,offering innovative insights for the practical deployment of lithium metal batteries. 展开更多
关键词 lithium metal anodes lithiophilic sites intermetallic phase enhanced structural stability fast ion diffusion
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Characteristic and optimization of ferrite-rich sulfoaluminate-based composite cement suitable for cold region tunnels
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作者 PENG You LI Li +5 位作者 TAN Xian-jun QIU Xin ZHENG Pei-chao XIE Jun CHEN Wei-zhong REZIWANGULI Sha-ta-er 《Journal of Central South University》 SCIE EI CAS CSCD 2024年第8期2794-2809,共16页
To develop suitable grouting materials for water conveyance tunnels in cold regions,firstly,this study investigated the performance evolution of ferrite-rich sulfoaluminate-based composite cement(FSAC grouting materia... To develop suitable grouting materials for water conveyance tunnels in cold regions,firstly,this study investigated the performance evolution of ferrite-rich sulfoaluminate-based composite cement(FSAC grouting material)at 20 and 3℃.The results show that low temperature only delays the strength development of FSAC grouting material within the first 3 d.Then,the effect of four typical early strength synergists on the early properties of FSAC grouting material was evaluated to optimize the early(£1 d)strength at 3℃.The most effective synergist,Ca(HCOO)_(2),which enhances the low-temperature early strength without compromising fluidity was selected based on strength and fluidity tests.Its micro-mechanism was analyzed by XRD,TG,and SEM methods.The results reveal that the most suitable dosage range is 0.3 wt%−0.5 wt%.Proper addition of Ca(HCOO)_(2)changed the crystal morphology of the hydration products,decreased the pore size and formed more compact hydration products by interlocking and overlapping.However,excessive addition of Ca(HCOO)_(2)inhibited the hydration reaction,resulting in a simple and loose structure of the hydration products.The research results have reference value for controlling surrounding rock deformation and preventing water and mud inrushes during the excavation in cold region tunnels. 展开更多
关键词 ferrite-rich sulfoaluminate cement cold zone early strength synergist mechanical property MICRO-STRUCTURE pumped storage power
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Effects of submicron-MgO and nano-MgO on the expansion and microscopic properties of high-performance concrete 被引量:2
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作者 TIAN Chang-jin WANG You-zhi +1 位作者 QIU Kai YANG Qi-lin 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第9期3186-3200,共15页
MgO-series expansive agents can effectively compensate for the shrinkage and deformation of concrete structures.However,few experimental studies have been conducted on MgO expansive agents,particularly concerning the ... MgO-series expansive agents can effectively compensate for the shrinkage and deformation of concrete structures.However,few experimental studies have been conducted on MgO expansive agents,particularly concerning the difference between and effects of submicron-MgO and nano-MgO in high-performance concrete(HPC)with a low water-cement ratio,thereby limiting their application in practical engineering.To clarify the expansion effect and expansion mechanism of MgO expansive agents in HPC,the effects of submicron-MgO and nano-MgO on the strength,toughness,and expansion characteristics of HPC were examined.The test results showed that submicron-MgO and nano-MgO continued to hydrate in the cement environment to produce Mg(OH)_(2),thus improving the structural compactness and structural strength of HPC.Nano-MgO concrete was found to have more stable mechanical properties and better structural deformability than submicron-MgO concrete.This study provides effective data support and theoretical reference concerning the hydration expansion mechanisms and engineering applications of nano-expanded materials. 展开更多
关键词 submicron-MgO nano-MgO high-performance concrete STRENGTH TOUGHNESS expansion characteristics microstructure
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Structural-acoustic coupling characteristics of honeycomb sandwich plate based on parameter sensitivity analysis 被引量:1
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作者 王盛春 沈卫东 +1 位作者 徐嘉锋 李赟 《Journal of Central South University》 SCIE EI CAS 2014年第1期252-261,共10页
The structural-acoustic coupling model for isotropic thin elastic plate was extended to honeycomb sandwich plate(HSP) by applying Green function method.Then an equivalent circuit model of the weakly-strongly coupled s... The structural-acoustic coupling model for isotropic thin elastic plate was extended to honeycomb sandwich plate(HSP) by applying Green function method.Then an equivalent circuit model of the weakly-strongly coupled system was proposed.Based on that,the estimation formulae of the coupled eigenfrequency were derived.The accuracy of the theoretical predictions was checked against experimental data,with good agreement achieved.Finally,the effects of HSP design parameters on the system coupling degree,the acoustic cavity eigenfrequency,and sound pressure response were analyzed.The results show that mechanical and acoustical characteristics of HSP can be improved by increasing the thickness of face sheet and reducing the mass density of material. 展开更多
关键词 honeycomb sandwich plate sensitivity structural-acoustic coupling
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