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漂卵石隧道围岩力学响应与失稳破坏机制

岩石力学与工程学报 2021年第8期40卷 1643-1653页

作者：昝文博赖金星曹校勇秦祎文冯志华长安大学公路学院陕西西安710064 陕西工业职业技术学院土木工程学院陕西咸阳712000 中交第一公路勘察设计研究院有限公司陕西西安710075 河北省交通规划设计院河北石家庄050011

漂卵石地层主要由漂石、卵石组成,夹杂砂砾石及黏土,胶结性差、开挖极易引起拱部大面积坍塌。为系统研究漂卵石隧道开挖及遇水破坏过程中的围岩力学响应机制与变形发展规律,以西藏某漂卵石隧道为背景,配制满足颗粒级配相似的模型材料,... 详细信息

漂卵石地层主要由漂石、卵石组成,夹杂砂砾石及黏土,胶结性差、开挖极易引起拱部大面积坍塌。为系统研究漂卵石隧道开挖及遇水破坏过程中的围岩力学响应机制与变形发展规律,以西藏某漂卵石隧道为背景,配制满足颗粒级配相似的模型材料,开展无支护条件下隧道开挖室内相似模型试验,分析围岩应力场及位移场的变化规律。结果表明:(1)隧道开挖后漂卵石围岩具有较好的自稳能力,遇水后围岩自承能力急剧下降,依次形成3次渐进扩展的拱形塌落并且呈尖拱形向上发展;(2)洞室开挖阶段围岩径向应力松弛显著,一定深度范围内出现环向应力集中;加水后初次塌落前径、环向应力急剧增大而在后期塌落发展阶段拱部围岩径、环向应力不断减小,边墙围岩径向应力呈正弦曲线型变化、环向应力一直增大或先增大后减小;(3)洞室开挖阶段围岩变形总体较小,监测断面前15 cm和后25 cm范围内开挖引起的沉降占总沉降的90%以上;遇水后拱顶围岩变形急剧增大的范围正好与每次塌落区域相对应,边墙部位在开挖和遇水失稳破坏阶段变形均很小,模型试验与现场监测得到的结果基本一致;(4)围岩的应力和位移传递是同步进行且相互影响的,失稳破坏过程呈现阶段性的原因正是围岩通过自我调节在洞室周边形成类似拱结构的围岩保护圈,每一次拱结构的形成都对围岩变形发展有一定的阻碍作用且第一次拱结构的阻碍效果要大于后续发展的拱结构。研究结果对于漂卵石隧道支护设计参数的确定与塌方事故的预防及治理具有一定的指导意义。

关键词：隧道工程漂卵石地层模型试验失稳破坏围岩应力

Remote sensing image encryption algorithm utilizing 2D Logistic memristive hyperchaotic map and SHA-512

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Science China(Technological Sciences) 2024年第5期67卷 1553-1566页

作者： lai Qiang LIU Yuan YANG Liang School of Electrical and Automation Engineering East China Jiaotong UniversityNanchang330013China

The two-dimensional Logistic memristive hyperchaotic map(2D-LMHM)and the secure hash SHA-512 are the foundations of the unique remote sensing image encryption algorithm(RS-IEA)suggested in this *** proposed map is formed from the improved Logistic map and the memristor,which has wide phase space and hyperchaotic range and is exceptionally excellent to be utilized in specific *** proposed image algorithm uses the permutation-assignment-diffusion *** generates two position matrices in a progressive manner to achieve an efficient random exchange of pixel positions,assignment is carried through on the image pixels of the permutated image to entirely remove the original image information,strengthening the relationship between permutation and diffusion,and loop diffusion in two different directions can use subtle changes of pixels to affect the whole *** random key and plain-image SHA-512 hash values are used to produce an additional key,which is then utilized to figure out the permutation parameters and the initial value of a chaotic *** experimental results with the average NPCR=99.6094%(NPCR:number of pixels change rate),average UACI=33.4638%(UACI:unified average changing intensity),100%pass rate of the targets in the test set,the average correlation coefficient is 0.00075,and the local information entropy is 7.9025,which shows that the algorithm is able to defend against a variety of illegal attacks and provide more trustworthy protection than some of the existing state-of-the-art algorithms.

关键词： chaos memristive hyperchaotic map remote sensing SHA-512 image encryption RS-IEA

突发高压渗流作用下黄土地铁隧道水压阶跃效应分析

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岩土工程学报 2023年第4期45卷 758-767页

作者：邱军领秦祎文赖金星王强唐琨杰长安大学公路学院陕西西安710064

高压水源外泄具有突发性、快速性和释能效应,诱发的黄土围岩灾变性态及隧道结构劣化影响要比静力入渗作用更严重。为揭示高压渗流作用下黄土围岩水压阶跃效应的传递特征、诱因及其对隧道结构受力的影响规律,通过开展相似模型试验,对黄... 详细信息

高压水源外泄具有突发性、快速性和释能效应,诱发的黄土围岩灾变性态及隧道结构劣化影响要比静力入渗作用更严重。为揭示高压渗流作用下黄土围岩水压阶跃效应的传递特征、诱因及其对隧道结构受力的影响规律,通过开展相似模型试验,对黄土围岩渗流性态的时空演化及隧道力学响应进行研究。研究表明:突发高压渗流过程依次经历了黄土局部湿陷侵蚀→产生隐伏空腔→形成优势通道→围岩水压及结构内力阶跃波动→渗流趋于稳定;局部湿陷势释放和优势运移通道的孕育发展是围岩水压及结构受力阶跃波动的主要原因;在不同水源位置下,起拱线以下衬砌内力变化均显著大于上部结构,且拱底位置受力影响最大,其中在上部水源时轴力的最大阶跃增幅为324kN,在下部水源时弯矩的最大阶跃增幅为84 kN·m;优势运移通道下侧围岩区域所受影响最大,在不同水源位置下衬砌内力影响程度表现为上部水源>下部水源>侧部水源。

关键词：地铁隧道黄土地层高压渗流阶跃效应力学响应

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湄洲岛跨海通道工程跨海型式比较

公路交通技术 2008年第1期24卷 104-107,114页

作者：赖锦兴福建省交通规划设计院福州350004

结合湄洲岛独特的海岛风貌(海上孤岛)、岛上的文化特色(妈祖文化)及地形、地质和水文条件等,对目前常用的跨海型式(桥梁、隧道)各自的特点进行分析、比较,提出独特的跨海型式——桥隧组合方案,既实现湄洲岛陆地交通,又能较好地保持湄洲... 详细信息

结合湄洲岛独特的海岛风貌(海上孤岛)、岛上的文化特色(妈祖文化)及地形、地质和水文条件等,对目前常用的跨海型式(桥梁、隧道)各自的特点进行分析、比较,提出独特的跨海型式——桥隧组合方案,既实现湄洲岛陆地交通,又能较好地保持湄洲岛独特的海岛风貌,更好地宏扬妈祖文化。

关键词：湄洲岛跨海通道工程跨海大桥海底隧道桥隧组合

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灰土挤密桩加固黄土隧道受力与变形性状分析

现代隧道技术 2020年第2期57卷 86-95页

作者：单超甘露王亚东曹校勇赖金星中交第一公路勘察设计研究院有限公司西安710075 长安大学公路学院西安710064 林同棪(重庆)国际工程技术有限公司重庆401121

兰州地区黄土土质疏松、孔隙比大、强度低,普遍具有严重的湿陷性、高压缩性和动力易损性,在增加正压力或孔隙水压力时,极易引起隧道底部及建筑物地基的破坏。为解决兰州绕城高速某大断面黄土隧道底部变形过大的问题,文章选择灰土挤密桩... 详细信息

兰州地区黄土土质疏松、孔隙比大、强度低,普遍具有严重的湿陷性、高压缩性和动力易损性,在增加正压力或孔隙水压力时,极易引起隧道底部及建筑物地基的破坏。为解决兰州绕城高速某大断面黄土隧道底部变形过大的问题,文章选择灰土挤密桩作为加固手段,采用三维数值方法对隧底未处理条件下和采用灰土挤密桩加固后的围岩变形与受力特征进行研究。结果表明:隧底开挖后主要产生隆起,并随开挖方向逐渐增大,起点拱脚处产生下沉,位移最大值出现在隧底中心处;采用灰土挤密桩加固后,其桩身轴力、桩身应力和桩身位移在水平方向均呈现出两边小、中间大的规律,且随开挖方向逐渐增大,桩身承担了隧道开挖产生的大部分荷载,隧底受力与变形均有所减小;灰土挤密桩加固后的隧底位移值减小了32.0%~34.4%,灰土挤密桩能够很好地提高黄土隧道隧底承载力和抵抗变形的能力。

关键词：兰州黄土隧道灰土挤密桩受力与变形数值模拟

Supercoiled DNA Minicircles under Double-strand Breaks

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Chinese Journal of Polymer Science 2024年第9期42卷 1353-1359,I0007页

作者： Ye-Peng Qiao Chun-lai Ren National Laboratory of Solid State Microstructures and Department of Physics Collaborative Innovation Center of Advanced MicrostructuresNanjing UniversityNanjing210093China

Understanding how supercoiled DNA releases intramolecular stress is essential for its functional ***,the molecular mechanism underlying the relaxation process remains insufficiently *** we employed MD simulations based on the oxDNA2 model to investigate the relaxation process of a 336-base pair supercoiled minicircular DNA under double-strand breaks with two fixed *** simulations show that the conformational changes in the DNA occur continuously,with intramolecular stress release happening abruptly only when the DNA chain traverses the breakage *** relaxation process is influenced not only by the separation distance between the fixed ends but also their ***,we observe an inhibitory effect on the relaxation characterized by small angles,where short terminal loops impede DNA conformational adjustments,preserving the supercoiled *** findings elucidate the intricate interplay between DNA conformational change,DNA motion and intramolecular stress release,shedding light on the mechanisms governing the relaxation of supercoiled DNA at the molecular level.

关键词： Supercoiled DNA DNA minicircle DNA relaxation oxDNA model MD simulation

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寒区公路隧道消防管道放水保温模式优化研究

隧道建设 2016年第1期36卷 45-51页

作者：张玉伟李又云赖金星长安大学公路学院陕西西安710064 南洋理工大学土木与环境工程学院防护技术研究中心新加坡639798

寒区公路隧道消防系统保温关系着隧道运营消防安全。为了优化寒区隧道消防管道放水保温方案,建立了管道保温计算模型,根据传热学原理,采用多工况对比优化分析的方法,分别计算了消防主管和消防支管的放水时间和放水量,并确定了合适的保... 详细信息

寒区公路隧道消防系统保温关系着隧道运营消防安全。为了优化寒区隧道消防管道放水保温方案,建立了管道保温计算模型,根据传热学原理,采用多工况对比优化分析的方法,分别计算了消防主管和消防支管的放水时间和放水量,并确定了合适的保温层厚度;运用ANSYS软件对消防支管在无保温层和确定保温层厚度下进行了管道温度模拟分析。结果表明：保温层越厚保温效果越好,但厚度达到一定值时,保温效果增长不明显,其厚度合适取值为0.06~0.08 m;环境温度和保温层厚度相同时,消防系统不冻,消防主管控制着放水量,消防支管控制着放水时间,应遵循＂消防支管勤放水,消防主管控制放水量＂的原则;数值模拟结果验证了消防支管在0.08 m保温层时,间隔8 h放水能够满足管道不冻的要求。结果可为寒区隧道消防管道保温设计提供依据。

关键词：寒区公路隧道消防管道放水保温数值模拟

First Digit Distributions of Gamma-Ray Bursts

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Research in Astronomy and Astrophysics 2024年第5期24卷 70-75页

作者： Hou-Yu lai Jun-Jie Wei Purple Mountain Observatory Chinese Academy of SciencesNanjing 210023China School of Astronomy and Space Sciences University of Science and Technology of ChinaHefei 230026China

The occurrence of the first significant digits from real world sources is usually not equally distributed,but is consistent with a logarithmic distribution instead,known as Benford’s *** this work,we perform a comprehensive investigation on the first digit distributions of the duration,fluence,and energy flux of gamma-ray bursts (GRBs) for the first *** a complete GRB sample detected by the Fermi satellite,we find that the first digits of the duration and fluence adhere to Benford’s ***,the energy flux shows a significant departure from this law,which may be due to the fact that a considerable part of the energy flux measurements is restricted by lack of spectral *** on the conventional duration classification scheme,we also check if the durations and fluences of long and short GRBs (with duration T_(90)>2 s and T_(90)≤2 s,respectively) obey Benford’s *** find that the fluences of both long and short GRBs still agree with the Benford distribution,but their durations do not follow Benford’s *** results hint that the long–short GRB classification scheme does not directly represent the intrinsic physical classification scheme.

关键词： (stars:)gamma-ray burst general-methods statistical-astronomical databases miscellaneous

Mechanical Performance of Bio-inspired Bidirectional Corrugated Sandwich Pressure Shell Under External Hydrostatic Pressure

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China Ocean Engineering 2024年第2期38卷 297-312页

作者： ZHANG Yi CHEN Yue YUN lai LIANG Xu Ocean College Zhejiang UniversityZhoushan 316000China Hainan Institute Zhejiang UniversitySanya 572000China

This paper aims to enhance the compression capacity of underwater cylindrical shells by adopting the corrugated sandwich structure of *** cuttlebone suffers uniaxial external compression,while underwater cylindrical shells are in a biaxial compressive stress *** suit the biaxial compressive stress state,a novel bidirectional corrugated sandwich structure is proposed to improve the bearing capacity of cylindrical *** static and buckling analysis for the sandwich shell and the unstiffened cylindrical shell with the same volume-weight ratio are studied by numerical *** is indicated that the proposed sandwich shell can effectively reduce the ratio between circumferential and axial stress from 2 to 1.25 and improve the critical buckling load by about 1.63 *** simulation shows that optimizing and adjusting the structural parameters could significantly improve the advantage of the sandwich ***,the hydrostatic pressure tests for shell models fabricated by 3D printing are carried *** to the experimental results,the overall failure position of the sandwich shell is at the center part of the sandwich *** has been found the average critical load of the proposed sandwich shell models exceeds two times that of the unstiffened shell ***,the proposed bio-inspired bidirectional corrugated sandwich structure can significantly enhance the pressure resistance capability of cylindrical shells.

关键词： bio-inspiration bidirectional corrugation sandwich shell external pressure buckling