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基于体积变化的珊瑚砂砾破碎率研究

岩土力学 2024年第7期45卷 1967-1975页

作者：王步雪岩孟庆山钱建固同济大学地下建筑与工程系上海200092 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 桂林理工大学土木与建筑工程学院广西桂林541004

颗粒材料的破碎行为广泛地存在于各个领域内,且对散粒体材料的力学性能有较大影响。对颗粒破碎行为的大量研究皆建立在合理可靠的破碎率计算方法上。针对现有方法不能准确评估不规则形貌颗粒(以珊瑚砂砾为典型代表)破碎率的现状,提出了... 详细信息

颗粒材料的破碎行为广泛地存在于各个领域内,且对散粒体材料的力学性能有较大影响。对颗粒破碎行为的大量研究皆建立在合理可靠的破碎率计算方法上。针对现有方法不能准确评估不规则形貌颗粒(以珊瑚砂砾为典型代表)破碎率的现状,提出了以颗粒体积作为基础参数的颗粒破碎率计算方法,对原有的基于颗粒粒径的Hardin破碎率计算公式进行了改进,可以更好地评估不规则颗粒破碎率。通过不同形状珊瑚砂砾的颗粒破碎试验,对上述理论公式进行了可靠性验证,进而分析了传统方法产生误差的原因。通过试验得出了不同形状颗粒在不同压力下、不同算法下的破碎率值。结合试验过程中的应力、变形和影像观测,获得了片状、块状、棒状3种不同形状珊瑚砂砾的颗粒破碎阈值,揭示了不同形貌颗粒随压力变化过程表现出的破碎模式演化特性。

关键词：颗粒破碎破碎率珊瑚砂砾

加载与干湿循环作用下土石混合料蠕变特性试验

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岩土力学 2024年第1期45卷 226-234页

作者：孙晨峰王步雪岩钱建固王家超张甲峰同济大学地下建筑与工程系上海200092 同济大学岩土及地下工程教育部重点实验室上海200092 上海民航新时代机场设计研究院有限公司上海200335

土石混合料在干湿循环作用下具有显著的蠕变性,其对高填方工程蠕变变形的影响不可忽略。为了研究了不同干密度及荷载水平对土石混合料湿化蠕变变形的影响,开展了9组土石混合料干湿循环作用下的压缩蠕变试验。结果表明,土石混合料的湿化... 详细信息

土石混合料在干湿循环作用下具有显著的蠕变性,其对高填方工程蠕变变形的影响不可忽略。为了研究了不同干密度及荷载水平对土石混合料湿化蠕变变形的影响,开展了9组土石混合料干湿循环作用下的压缩蠕变试验。结果表明,土石混合料的湿化蠕变变形随荷载水平的提高而增大,随干密度的提高而显著减小,但随着干密度进一步提高,湿化蠕变变形的减小幅度则明显弱化。土石混合料在干湿循环作用下的湿化蠕变变形与干湿循环次数对数之间较好地满足线性发展规律,初次湿化应变及湿化蠕变速率均同荷载水平及干密度之间符合幂函数特征,在此基础上提出了考虑不同干密度及荷载水平的土石混合料干湿循环蠕变经验模型。

关键词：填筑土土石混合料干湿循环蠕变干密度

Discrete numerical modeling of granular materials considering crushability

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Journal of Mountain Science 2017年第4期14卷 758-770页

作者： qian jian-gu gu jian-bo gu Xiao-qiang HUANG Mao-song Key Laboratory of Geotechnieal and Underground Engineering of Ministry of Education Tongji UniversityShanghai 200092China Department of Geotechnical Engineering Tongji UniversityShanghai 200092China

The aim of this study is to numerically investigate the influence of particle breakage on the mechanical behavior of granular materials using a discrete element method(DEM). To enable particle crushing, non-crushable elementary particles are boned together to represents the granular aggregates which can be crushed when the external force exceeds its strength. The flaw of the aggregate was also modeled by randomly distributed void. Single particle crushing tests were carried out to determine the distribution of particle strength. The results of single particle crushing tests illustrate that the simulated single particle fracture strength and pattern agree well with the Weibull's distribution *** oedometer tests, drained monotonic and cyclic triaxial tests were also carried out to investigate the crushing of the aggregates and the associated mechanical behaviors. The effect of confining pressure on the crushing of aggregates and the mechanical behavior was also analyzed. It was found that the peak stress and dilation decrease significantly when particle crushing was *** deformation behavior of the specimen is essentially controlled by two factors: particle rearrangement-induced dilation and particle crushing-induced contraction. The increase of permanent strain and the reduction of dilation were observed during cyclic loading and they tend to reach a stable state after a certain number of cycles. The crushing of aggregate is most significant in the first two cycles. The results also indicated that for the same axial strain the volumetric strain and the bound breakage in the cyclic loading tests are significantly larger than that in the monotonic loading tests,especially at high cyclic stress ratio.

关键词： DEM simulation Granular materials Crushing Monotonic and Cyclic triaxial test

Anisotropic characteristics of granular materials under simple shear

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Journal of Central South University 2013年第8期20卷 2275-2284页

作者： qian jian-gu YOU Zi-pei HUANG Mao-song Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education (Tongji University) Shanghai 200092 China Department of Geotechnical Engineering Tongji University Shanghai 200092 China

The discrete element method was used to investigate the microscopic characteristics of granular materials under simple shear loading conditions. A series of simple tests on photo-elastic materials were used as a benchmark. With respect to the original experimental observations, average micro-variables such as the shear stress, shear strain and the volumetric dilatancy were extracted to illustrate the performance of the DEM simulation. The change of anisotropic density distributions of contact normals and contact forces was demonstrated during the course of simple shear. On the basis of microscopic characteristics, an analytical approach was further used to explore the macroscopic behaviors involving anisotropic shear strength and anisotropic stress-dilatancy. This results show that under simple shear loading, anisotropic shear strength arises primarily due to the difference between principal directions of the stress and the fabric. In addition, non-coaxiality, referring to the difference between principal directions of the strain rate and the stress, generates less stress-dilatancy. In particular, the anisotropic hardening and anisotropic stress-dilatancy will reduce to the isotropic hardening and the classical Taylor’s stress-dilatancy under proportional loading.

关键词： simple shear discrete element method anisotropy non-coaxiality

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基坑开挖诱发周围土体水平移动的解析解

岩土力学 2016年第12期37卷 3380-3386页

作者：钱建固周聪睿顾剑波同济大学地下建筑与工程系上海200092 同济大学岩土及地下工程教育部重点实验室上海200092

基于位移-位移平面应变边值问题,从理论上求解基坑挡墙水平变位诱发墙后周围土体水平移动。通过镜像映射法求得了挡墙平移与绕墙趾转动等两种基本刚性挡墙位移模式下墙后周围土体水平移动的精确理论解;在土体不可压缩的特定条件下,将该... 详细信息

基于位移-位移平面应变边值问题,从理论上求解基坑挡墙水平变位诱发墙后周围土体水平移动。通过镜像映射法求得了挡墙平移与绕墙趾转动等两种基本刚性挡墙位移模式下墙后周围土体水平移动的精确理论解;在土体不可压缩的特定条件下,将该理论解与经典的汇-源理论解进行了对比验证。理论分析表明,周围土体水平移动主要取决于挡墙位移模式及位移大小,与地基土的变形模量无关。针对不可压缩土体,对比该精确解与汇-源理论近似解的理论预测发现,两种理论方法求得的周围土体水平移动规律一致,但在挡墙最大变位处相邻范围内,汇-源理论求得的土体水平位移偏小,在挡墙变位较小处相邻范围内,汇-源理论求得的土体水平位移偏大。

关键词：基坑开挖挡墙周围土体水平移动被动桩解析解

Unleashing the Power of Bio-based Thermotropic Liquid Crystal Modifiers:Toughening and Reinforcing Petroleum-based Epoxy Resin without Compromising Other Properties

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Chinese Journal of Polymer Science 2024年第8期42卷 1093-1102页

作者： Qing-Yun Lu Hong-Wei gu Jia-Hui Li qian-qian Fan Bei-Tao Liu Yan Kou Xi-Gao jian Zhi-Huan Weng State Key Laboratory of Fine Chemicals Frontiers Science Center for Smart MaterialsLiaoning Technology Innovation Center of High Performance Resin MaterialsDepartment of Polymer Science&EngineeringDalian University of TechnologyDalian 116024China Thermochemistry Laboratory Liaoning Province Key Laboratory of Thermochemistry for Energy and MaterialsDalian National Laboratory for Clean EnergyDalian Institute of Chemical PhysicsChinese Academy of SciencesDalian 116023China

Toughening the petroleum-based epoxy resin blends with bio-based modifiers without compromising their modulus,mechanical strength,and other properties is still a big challenge in view of the *** this study,a bio-based liquid crystal epoxy resin(THMT-E P)with an s-triazine ring structure was utilized to modify a petroleum-based bisphenol A epoxy resin(E51)with 4,4'-diaminodiphenylsulfone(DDS)as a curing agent,and the blended systems were evaluated for their thermal stability,mechanical properties,and flame *** results showed that the impact strength of the blended system initially increased and then decreased with the increase in THMT-EP content,and it reached the a maximum value of 26.5 kJ/m^(2)when the THMT-EP content was 5%,which was 31.2%higher than that of E51/***,the flexural strength,modulus,and glass transition tem perature of the blended system were all simultaneously improved with the addition of *** the same time,the addition of THMT-EP enhanced the flame retardancy of the system by increasing the char yield at 700℃and decreasing the peak heat release rate and total heat release *** work paves the way for a more sustainable improvement in the comprehensive performance of epoxy resin.

关键词： Epoxy resin Toughening Bio-based Thermotropic liquid crystal

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基坑挡墙变位诱发地表沉陷的模型试验研究

岩土力学 2015年第10期36卷 2921-2926页

作者：张戎泽钱建固同济大学地下建筑与工程系上海200092 同济大学岩土及地下工程教育部重点实验室上海200092

针对刚性挡墙不同变位模式,对基坑开挖过程中地表沉陷规律进行模型试验研究。开展的模型试验分别模拟了挡墙在平移(T模式)、绕墙趾转动(RB模式)和绕墙顶转动(RT模式)3种基本刚性变位模式下诱发的墙后地表沉陷,得到了土体沉陷曲线的分布... 详细信息

针对刚性挡墙不同变位模式,对基坑开挖过程中地表沉陷规律进行模型试验研究。开展的模型试验分别模拟了挡墙在平移(T模式)、绕墙趾转动(RB模式)和绕墙顶转动(RT模式)3种基本刚性变位模式下诱发的墙后地表沉陷,得到了土体沉陷曲线的分布规律。结果表明,挡墙平移时,墙后地表沉降呈勺型分布,最大沉降紧靠墙背处;挡墙绕墙趾转动时,墙后地表沉降近似呈三角形分布,最大沉降紧靠墙背处;挡墙绕墙顶转动时,墙后地表沉降近似呈抛物线分布,最大沉降位于距墙背一定距离的位置处。挡墙变位距离相同时,对于绕墙趾和绕墙顶转动模式,墙后土体沉陷的面积基本相等,两者沉陷面积之和近似等于平移模式的土体沉陷面积,另外,挡墙变位面积与墙后土体沉陷面积也近乎一致。将试验观察的沉陷曲线与既有的解析解作了对比分析,验证了二者的一致性。

关键词：基坑开挖刚性挡墙地表沉陷挡墙变位模式模型试验

Adversarial data splitting for domain generalization

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Science China(Information Sciences) 2024年第5期67卷 28-42页

作者： Xiang gu jian SUN Zongben XU School of Mathematics and Statistics Xi'an Jiaotong University

Domain generalization aims to learn a model that is generalizable to an unseen target domain,which is a fundamental and challenging task in machine learning for out-of-distribution generalization. This paper proposes a novel domain generalization approach that enforces the learned model to be able to generalize well over the train/val subset splitting of the training dataset. This idea is modeled herein as an adversarial data splitting framework, formulated as a min-max optimization problem inspired by the metalearning approach. The min-max optimization problem is solved by iteratively splitting the training dataset into the training and val subsets to maximize the domain shift measured by the objective function and updating the model parameters to enable the model to generalize well from the training subset to the val subset by minimizing the objective function. This adversarial training approach does not assume the known domain labels of the training data; instead, it automatically investigates the “hard” splitting of the train/val subsets to learn the generalizable model. Extensive experimental results using three benchmark datasets demonstrate the superiority of this approach. In addition, we derive a generalization error bound for the theoretical understanding of our proposed approach.

关键词： domain generalization adversarial learning data splitting meta-learning out of distribution

Ultrahigh performance passive radiative cooling by hybrid polar dielectric metasurface thermal emitters

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Opto-Electronic Advances 2024年第4期7卷 17-25页

作者： Yinan Zhang Yinggang Chen Tong Wang qian Zhu Min gu Institute of Photonic Chips University of Shanghai for Science and TechnologyShanghai 200093China Centre for Artificial-Intelligence Nanophotonics School of Optical-Electrical and Computer EngineeringUniversity of Shanghai for Science and TechnologyShanghai 200093China

Real-world passive radiative cooling requires highly emissive,selective,and omnidirectional thermal emitters to maintain the radiative cooler at a certain temperature below the ambient temperature while maximizing the net cooling *** various selective thermal emitters have been demonstrated,it is still challenging to achieve these conditions sim-ultaneously because of the extreme difficulty in controlling thermal emission of photonic structures in *** we demonstrated hybrid polar dielectric metasurface thermal emitters with machine learning inverse design,en-abling a high emissivity of~0.92 within the atmospheric transparency window 8-13μm,a large spectral selectivity of~1.8 and a wide emission angle up to 80 degrees,*** selective and omnidirectional thermal emitter has led to a new record of temperature reduction as large as~15.4°C under strong solar irradiation of~800 W/m2,signific-antly surpassing the state-of-the-art *** designed structures also show great potential in tackling the urban heat island effect,with modelling results suggesting a large energy saving and deployment area *** research will make significant impact on passive radiative cooling,thermal energy photonics and tackling global climate change.

关键词： radiative cooling dielectric metasurfaces machine learning thermal emitters