压力型锚杆支护滑坡的地震动力响应特性研究   总被引：4，自引：4，他引：0  

李楠  汪班桥  门玉明  张妙芝 《地质力学学报》2018,24(4):490-497

为研究地震作用下锚固滑坡的动力响应特征及压力型锚杆的受力机制,采用ABAQUS有限元软件建立了压力型锚杆联合格构梁支护的锚固滑坡模型,在此基础上,分析了锚固滑坡的加速度响应规律、地震动参数对加速度响应的影响以及压力型锚杆的受力特征等。结果表明:地震作用下锚固滑坡具有明显的高程放大效应,坡顶响应最强;不同类型的地震波作用时,由于其频谱特性的差异,锚固滑坡的加速度响应不同,锚固滑坡对输入地震波的低频段存在放大作用,对高频段具有滤波作用;随地震波幅值的增大,锚固滑坡的加速度响应呈先减小后增大的趋势。对于同一根锚杆而言,锚杆杆体轴力分布较均匀;对于同列不同排的锚杆而言,各排锚杆杆体的轴力值差异较大,自上而下呈"C"型分布,底排锚杆和顶排锚杆承担大部分荷载。研究结果对于压力型锚杆支护滑坡的抗震设计具有一定的指导意义。   相似文献   

胶州湾夜光藻种群动态及其大量繁殖的生态机制   总被引：1，自引：1，他引：0  

田达玮  宋书群  陈田田  李照  刘云  梁俊华  李才文 《海洋与湖沼》2017,48(2):276-284

为研究胶州湾夜光藻大量繁殖的生态机制,于2015年逐月对胶州湾12个站位进行了多学科综合调查,获取了温度、盐度、营养盐等环境因子的周年数据,分析了夜光藻种群丰度和结构的时空分布特征,探讨了环境因子对夜光藻种群动态的影响,以及夜光藻种群增长与其繁殖方式的相关关系。结果发现:全年各站位夜光藻丰度范围为0—31.17×10~3ind./m~3,月平均丰度呈现双峰分布;二分裂个体比例介于0—31.25‰,有性繁殖个体比例介于0—29.41‰,两种繁殖方式均呈现出季节差异及空间差异。相关性分析表明,影响夜光藻种群动态的主要因子包括水温、叶绿素a、硝氮及亚硝氮。夜光藻是冷水种,水温与夜光藻种群丰度、两种繁殖个体比例均呈显著负相关;叶绿素a反映夜光藻食物的丰富程度,与夜光藻丰度、两种繁殖个体比例呈显著正相关;亚硝氮和硝氮可能对夜光藻代谢繁殖起调控作用,与夜光藻丰度及有性繁殖个体比例呈负相关。  相似文献   

The influence of increased iron concentration on survival and growth of seedlings and young plants of eelgrass Zostera marina          下载免费PDF全文

Xi‐Tao Wang  Qian Zhang  Yan‐Shan Liu  Pei‐Dong Zhang  Wen‐Tao Li 《Marine Ecology》2017,38(3)

Iron (Fe) is an essential nutrient for plants but toxic at high concentrations. We subjected seedlings and young plants of eelgrass Zostera marina to different seawater iron concentrations (500, 600, 700, 800, 1,000 and 1,500 μg/L) for 30 days under controlled laboratory conditions. Natural seawater without added iron (500 μg/L) was used as reference seawater. No sediments were provided to avoid iron scavenging by particle surfaces in the sediment. We measured plant response in terms of survivorship, morphology, growth rate and productivity. Survival analysis combined with morphological, dynamic and productive assessment suggested that the optimum seawater iron concentration for the establishment of Z. marina seedlings and young plants is 700 μg/L. The no observed effect concentration, lowest observed effect concentration, lethal concentration that caused an increase in mortality to 10% of that of the control, and the effect concentration that caused a decrease in growth to 10% of that of the control values of young plants were significantly lower than those of seedlings, implying an increased sensitivity to high Fe concentrations (>1,000 μg/L). This study further develops our understanding of the physiological ecology of the early life stages of Z. marina and provides data that could prove helpful in the development of successful eelgrass restoration and conservation.  相似文献   

Motion Analysis and Trials of the Deep Sea Hybrid Underwater Glider Petrel-II   总被引：2，自引：0，他引：2  

LIU Fang  WANG Yan-hui  WU Zhi-liang  WANG Shu-xin 《海洋工程》2017,31(1):55-62

A hybrid underwater glider Petrel-II has been developed and field tested. It is equipped with an active buoyancy unit and a compact propeller unit. Its working modes have been expanded to buoyancy driven gliding and propeller driven level-flight, which can make the glider work in strong currents, as well as many other complicated ocean environments. Its maximal gliding speed reaches 1 knot and the propelling speed is up to 3 knots. In this paper, a 3D dynamic model of Petrel-II is derived using linear momentum and angular momentum equations. According to the dynamic model, the spiral motion in the underwater space is simulated for the gliding mode. Similarly the cycle motion on water surface and the depth-keeping motion underwater are simulated for the level-flight mode. These simulations are important to the performance analysis and parameter optimization for the Petrel-II underwater glider. The simulation results show a good agreement with field trials.  相似文献   

系缆损伤对绷紧式系泊系统动力响应的影响     

李伟男  刘海笑  连宇顺 《海洋工程》2017,35(3):11-20

探究合成纤维系缆损伤对绷紧式系泊系统响应的影响,具有重要的工程意义。通过高强聚乙烯(HMPE)缆绳损伤动刚度实验,获得其动刚度随损伤的演变规律。在数值计算上,借鉴并合理简化了前人提出的动刚度经验公式,通过处理实验结果确定动刚度经验公式的参数并进行验证。在此基础上,以一座采用高强聚乙烯缆绳为主体系缆的FPSO为例,将所得动刚度经验公式导入系泊分析软件,结合水动力分析,计算得到在相同海洋环境中,系缆发生不同程度损伤时,各系缆张力和平台偏移响应的结果。通过处理、分析所得的计算结果,获得合成纤维缆绳损伤演变对绷紧式系泊系统响应的影响规律,并据此为系缆更换提供了建议。这些成果既有利于把握绷紧式系泊系统的非线性动力响应,也对安全、经济、合理地运用合成纤维系缆具有重要意义。  相似文献   

Lateral dynamic response of a partially embedded pile subjected to combined loads in saturated soil     

An-Feng Hu  Chang-Qing Xia  Kang-He Xie 《Marine Georesources & Geotechnology》2017,35(6):788-798

In this article, an analytical solution is proposed to investigate the lateral dynamic response of a pile which is partially embedded in saturated soil layer and subjected to combined lateral and vertical loads. The saturated soil is described by Biot’s poroelastic theory and the resistance of soil is derived by potential function method. The governing equation of the pile is solved by coupling soil resistance and continuity conditions between the pile and the soil. The dynamic impedances of the pile are then obtained through transfer matrix method. To verify the validity of the proposed procedure, the present solution is compared with available solution for an idealized case. Finally, a parametric study is performed to investigate the effects of various parameters on the stiffness and damping properties of the pile-soil system. It is found that permeability of the soil and vertical load has significant effects on the dynamic response of the pile.  相似文献   

Vertical dynamic impedance of pile considering the dynamic stress diffusion effect of pile end soil     

Tian-Le Liu  Wen-Bing Wu  Bin Dou  Guo-Sheng Jiang  Shu-Hui Lü 《Marine Georesources & Geotechnology》2017,35(1):8-16

A new analytical model is presented to analyze the dynamic stress diffusion effect of pile end soil on the vertical dynamic impedance of the pile. The surrounding soil of the pile is modeled by using the plane strain model and the pile is simulated by using one-dimensional elastic theory. Finite soil layers below the pile end are modeled as conical fictitious soil pile with stress diffusion angle which reflects the dynamic stress diffusion effect of pile end soil. By means of the Laplace transform and impedance function transfer method, the analytical solution of the vertical dynamic impedance at the pile head in frequency domain is yielded. Then, a comparison with other models is performed to verify the conical fictitious soil pile model. Finally, based on the proposed solution, the selected numerical results are compared to analyze the influence of dynamic stress diffusion effect for different design parameters of the soil-pile system on the vertical dynamic impedance at the pile head.  相似文献   

新疆20世纪80年代末以来耕地与建设用地扩张分析   总被引：2，自引：1，他引：1  

王丹  吴世新  张寿雨 《干旱区地理》2017,40(1):188-196

基于20世纪80年代末、2000年、2005年、2010年、2015年5期中国土地利用数据集（NLUD）中的新疆部分,以耕地与建设用地（城乡、工矿、居民用地）为对象,从土地利用动态数据中提取其扩张图斑,分析了近30 a来新疆耕地与建设用地扩张的时空特征。结果表明：（1）南北疆耕地及建设用地扩张具有明显的时空差异。持续增长、南快北缓、重心南移是新疆耕地扩张呈现的总体特征;提速增长、南缓北快、城市扩张为主是建设用地扩张的基本特征。南北疆耕地面积差距逐渐缩小,建设用地面积差异加大。（2）对比近30 a来不同绿洲区内耕地与建设用地的扩张数量及趋势,可将耕地的扩张模式归纳为双峰型、减速型及阶段增长型,将建设用地的扩张模式归纳为指数增长型、双峰型、缓降型及缓降陡增型。（3）各绿洲区耕地及建设用的扩张特征十分显著。北疆耕地除阿勒泰绿洲区依然保持加速扩张外,其余绿洲区耕地扩张规模均出现下降,而北疆各绿洲区建设用地均呈持续加速扩张趋势,其中天山北坡城市扩张尤为突出;南疆各绿洲区耕地扩张均呈加速态势,建设用地扩张规模相对较小。  相似文献   

鄂尔多斯盆地北缘南北向剖面上地幔远震P波层析成像   总被引：6，自引：4，他引：2       下载免费PDF全文

毛慧慧  雷建设  滕吉文 《地球物理学报》2016,59(6):2056-2065

为深入理解华北克拉通破坏机理,本研究通过鄂尔多斯盆地北缘南北向宽频带线性高密度流动地震台观测记录的远震波形数据,获得了1985条高质量到时资料,进而利用FMTT(Fast Marching Teleseismic Tomography)快速行进层析成像方法获得了华北克拉通西部鄂尔多斯盆地北缘深至300km范围的P波速度模型.结果显示,鄂尔多斯盆地下方呈现出深至150~200km的高波速异常,说明华北克拉通其西部岩石圈保存完好尚未遭到明显破坏.河套地堑下方存在向鄂尔多斯盆地下方延伸的明显低波速异常,其深度可达300km深度,而阴山造山带下方上地幔存在深至100km左右的弱高波速异常,说明鄂尔多斯盆地周边地区的岩石圈均遭到一定程度破坏并减薄,可能与新生代时期太平洋板块的俯冲引起深部热物质上涌等作用密切相关.这些研究结果说明,华北克拉通在构造演化过程中不同块体经历了不同的破坏演化历史,这对于认识克拉通破坏减薄机制具有重要意义.  相似文献   

An investigation into the effects of damping and nonlinear geometry models in earthquake engineering analysis          下载免费PDF全文

Andrew Hardyniec  Finley Charney 《地震工程与结构动力学》2015,44(15):2695-2715

The growing emphasis of considering the behavior of structures at extreme performance states, such as collapse, has necessitated the characterization of the effects of varying attributes of the structural model. One source of variability that has not previously been considered is variability in the mathematical model. This study investigated the effects of changing the geometric nonlinearity approach and damping model on a four‐story buckling restrained braced frame, a four‐story steel moment resisting frame, and an eight‐story steel moment resisting frame. The variations in behavior are quantified using the maximum interstory drift ratio as the performance metric and qualified by comparing the relative displaced shapes and component response histories at the collapse performance state. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献