岩石嵌固掏挖基础抗拔承载特性及其影响因素研究          下载免费PDF全文

郑卫锋  聂兰磊  韩杨春 《地震工程学报》2016,38(6):883-888

岩石嵌固掏挖基础目前已经广泛应用于电力基础工程中。原状土由于受扰动较小,胶结性强,具有良好的抗剪强度,对掏挖基础抗拔承载力具有重要影响,因此研究原状土参数变化对基础上拔承载性能的影响规律具有重要意义。结合现场试验,建立数值模型,研究土体黏聚力、内摩擦角、弹性模量对基础上拔承载性能的影响规律。研究表明:土体内摩擦角和黏聚力对基础抗拔承载力具有较大影响,而弹性模量影响程度较低;参数的变化对土体塑性区发展规律影响较小。  相似文献   

黏土中两种不同直径单桩水平循环加载模型试验与分析     

俞剑  黄茂松  张陈蓉 《岩土力学》2016,37(4):973-980

为探讨海上风机在风、浪等水平往复循环荷载下大直径单桩基础的循环弱化特性,设计了稳定输出长期循环荷载的机械加载装置,开展了软黏土中长期水平循环荷载下海上风电大直径单桩基础和传统长桩基础的模型试验对比研究。根据API给出的骨干曲线和Masing二倍准则构建循环荷载下的p-y（荷载-位移）曲线,并借鉴前人工作,采用累积塑性应变描述软黏土的不排水抗剪强度弱化,提出了分析大周数水平循环荷载下单桩基础循环弱化的理论方法。该方法将循环荷载次数、幅值等外界条件与桩周土体的循环弱化特性建立联系,以适应海洋环境复杂多变的水平循环荷载形式。通过模型试验和理论研究认为,大直径单桩基础因刚度较大,在同样的水平力循环荷载条件下,其抵抗循环荷载的能力明显优于传统长桩。在海上风机大直径单桩的设计中采用基于黏土残余强度的循环后稳定水平承载力更为合理。  相似文献   

花岗岩残积土填料路用工程特性室内试验研究     

尹松  孔令伟  杨爱武  穆坤 《岩土力学》2016,37(Z2):287-293

为了研究花岗岩残积土的路用工程特性,通过击实试验、承载比CBR试验、固结试验以及室内基床系数试验分析了该类材料压实性能及基本力学特性,对压实度为92%的最优含水率和饱和压实土样进行了循环加载试验,研究了动力荷载作用下土体的变形特性。结果表明,花岗岩残积土在K为91%～97%时压实功效率较高,提高压实度对于增强土体局部抗变形能力较为有效;采用室内三轴法得到的基床系数K30值为188.25 MPa/m;最优含水率下花岗岩残积土动力变形稳定性较好,但含水率增加会大幅度增加土体塑性变形,降低土的动弹性模量,不利于变形稳定。所以作为路堤填料,应考虑作为受气候与动荷载影响较小的下路堤备用填料,作为铁路路堤本体及公路上、下路路床填料,应在进行土性改良且满足要求的论证基础上取舍。研究成果可为花岗岩残积土填料的工程应用及土体改良提供技术参考。  相似文献   

基于Ls-Dyna的高能射流式冲击器活塞杆回程应力分析     

王福平  李鹏  李国琳  彭枧明 《吉林大学学报(地球科学版)》2016,46(5):1482-1489

针对在钻探实践中高能射流式冲击器的活塞杆频繁出现尾部塑性变形严重影响冲击器工作性能和整体寿命的现象,拟对活塞杆进行优化改进。利用非线性动力学仿真软件Ls-Dyna对活塞杆的回程撞击缸体进行数值模拟和优化分析,并进行了室内试验,结果表明：冲击末速度为4 m/s,活塞杆回程撞击缸体强制停止运动瞬间,尾部产生的应力集中值为3 339.28 MPa,导致其破坏;优化改进后,活塞杆上下端直径比为17/16、尾部圆弧直径为60 mm,活塞杆体内的应力集中值为1 419.66 MPa,较改进前活塞杆的应力集中值减小58%。试验验证表明,优化后的活塞能大幅提高使用寿命和耐久性。  相似文献   

Ice- and cryogel-soil composites in water-retaining elements in embankment dams constructed in cold regions     

N. K. Vasiliev  A. A. Ivanov  I. N. Shatalin  V. V. Sokurov 《寒旱区科学》2013,5(4):0444-0450

There are a number of serious problems connected with building and repairing water-retaining elements in embankment dams in cold regions. One of them is the difficulty in finding inexpensive clay materials with the necessary structural properties and using them in the winter. Another is the cracks that appear in the upper part of a dam when the core freezes to the banks, and leakage along the cracks threatens to destroy the dam. Still another is the process of erosion at the bottom of the core which may occur through fissures in the rock foundation of a dam and in transport constructions. Also, the behaviour of water-retaining elements during earthquakes is unreliable. All of these problems can be solved by using ice- and cryogel-soil composites created by cryotropic gel formation (CGF). Our laboratory investigations demonstrate that the materials proposed for water-retaining elements have the necessary permeable, plastic, thermophysical, and strength properties to solve all of these problems. Certain constructions of water-retaining elements which may prove to be both safe and cost-effective are proposed. However, these ice- and cryogel-soil composites need to be field-validated before they are used in dams and transport structures in cold regions.  相似文献   

Public concern about,and desire for research into,the human health effects of marine plastic pollution: Results from a 15-country survey across Europe and Australia     

《Global Environmental Change》2021

Marine plastic pollution is caused by humans and has become ubiquitous in the marine environment. Despite the widely acknowledged ecological consequences, the scientific evidence regarding detrimental human health impacts is currently debated, and there is no substantive evidence surrounding public opinion with respect to marine plastic pollution and human health. Results from a 15-country survey (n = 15,179) found that both the European and Australian public were highly concerned about the potential human health impacts of marine plastic pollution, and strongly supported the funding of research which aims to better understand its health/wellbeing implications. Multi-level modelling revealed that these perceptions varied across socio-demographic factors (e.g. gender), political orientation, marine contact factors (e.g. marine occupation and engagement in coastal recreation activities) and personality traits (e.g. openness, conscientiousness and agreeableness). Quantifying attitudes, as well as understanding how individual-level differences shape risk perception will enable policy makers and communicators to develop more targeted communications and initiatives that target a reduction in marine plastic pollution.  相似文献   

Physical and chemical effects of ingested plastic debris on short-tailed shearwaters, Puffinus tenuirostris, in the North Pacific Ocean     

Yamashita R  Takada H  Fukuwaka MA  Watanuki Y 《Marine pollution bulletin》2011,62(12):2845-2849

We investigated the plastics ingested by short-tailed shearwaters, Puffinus tenuirostris, that were accidentally caught during experimental fishing in the North Pacific Ocean in 2003 and 2005. The mean mass of plastics found in the stomach was 0.23 g per bird (n = 99). Plastic mass did not correlate with body weight. Total PCB (sum of 24 congeners) concentrations in the abdominal adipose tissue of 12 birds ranged from 45 to 529 ng/g-lipid. Although total PCBs or higher-chlorinated congeners, the mass of ingested plastic correlated positively with concentrations of lower-chlorinated congeners. The effects of toxic chemicals present in plastic debris on bird physiology should be investigated.  相似文献   

克拉玛依科博馆倾斜结构抗震设计     

赵楠 《地震工程与工程振动》2011,31(2):111-117

结合克拉玛依市科技博物馆工程,对超限倾斜结构设定性能设计目标,并针对性能目标提出抗震措施及抗震构造措施.考虑结构材料的非线性属性,采用静力非线性分析方法,分析倾斜框架-剪力墙结构在地震作用下的响应,尤其是结构在罕遇地震作用下的非线性动力特性.结果表明,结构在罕遇地震下也是安全可靠的,剪力墙尚处在弹性范围,未出现塑性铰,...  相似文献   

老挝万象平原钾盐矿床控矿构造研究   总被引：1，自引：0，他引：1  

王少华 《化工矿产地质》2011,33(1):41-45

老挝万象平原钾盐矿层赋存于新近系古新统塔贡组中,主要含钾矿物为光卤石,少量钾石盐.成矿期塔贡组及钾盐矿层主要受北西向的边界断裂及塔贡向斜控制;成矿期后钾盐矿层主要受褶皱(盐向斜、盐背斜)控制.在钾盐矿层沉积后,先在水平应力作用下形成宽缓褶皱.由于向斜部位相对沉降,沉积速度较快,钾盐矿层上部的碎屑岩较厚;而背斜部位相对上...  相似文献   

海南石碌铁矿床构造变形特征及其与铁多金属成矿富集的关系   总被引：1，自引：0，他引：1  

许德如  吴俊  肖勇  陈福雄  王力  刘朝露  王智琳 《地质通报》2011,30(4):553-564

海南石碌铁矿曾被誉为“亚洲最大的富铁矿”,其形成、定位与褶皱变形及伴随的剪切、塑性流动等构造密切相关。石碌矿区构造变形大致分为早期(D1)复式向斜的形成时期、晚期(D2)褶皱叠加和剪切变形时期。后者又进一步分为韧-脆性变形(D2a),脆-韧性变形、层间滑脱断层形成(D2b)和脆性变形、矿体破坏(D2c)3个阶段。石碌铁矿床受NW—SE向复式向斜及其与NE—NNE向褶皱叠加所形成的横跨或斜跨褶皱的严格控制;褶皱过程所伴随的剪切变形和高温塑性流动是富铁矿形成的重要机制。复式向斜轴部,尤其是2期向斜褶皱轴的叠加部位往往可发现厚大的富铁矿体。  相似文献