Vertical vibration of a rigid strip footing on viscoelastic half-space     

Changjie Zheng  Lubao Luan  George Kouretzis  Xuanming Ding 《国际地质力学数值与分析法杂志》2020,44(14):1983-1995

This paper presents an analytical method for modeling the dynamic response of a rigid strip footing subjected to vertical-only loads. The footing is assumed to rest on the surface of a viscoelastic half-space; therefore, effects of hysteretic soil damping on the impedance of the foundation and the generated ground vibrations are considered in the solution. To solve the mixed boundary value problem, we use the Fourier transform to cast a pair of dual integral equations providing contact stresses, which are solved by means of Jacobi orthogonal polynomials. The resulting soil and footing displacements and stresses are obtained by means of the Fourier inverse transform. The solution provides more realistic estimates of footing impedance, compared to existing solutions for elastic soil, as well as of the attenuation of ground vibrations with distance of the footing. The latter is important for the estimation of machine vibration effects on nearby structures and installations.  相似文献   

Remote estimation of terrestrial evapotranspiration by Landsat 5 TM and the SEBAL model in cold and high‐altitude regions: a case study of the upper reach of the Shule River Basin,China          下载免费PDF全文

Yaping Chang  Yongjian Ding  Qiudong Zhao  Shiqiang Zhang 《水文研究》2017,31(3):514-524

Evapotranspiration (ET) is an important expenditure in water and energy balances, especially on cold and high‐altitude land surfaces. Daily ET of the upper reach of the Shule River Basin was estimated using Landsat 5 TM data and the Surface Energy Balance Algorithm for Land (SEBAL) model. Based on observations made at the Suli station, the algorithms of land surface temperature and soil heat flux in SEBAL were modified. Land surface temperature was retrieved and compared with ground truth via three methods: the radiative transfer equation method, the mono‐window algorithm, and the single‐channel method. We selected the best of these methods, mono‐window algorithm, for estimating ET. The average error of daily ET estimated by the modified SEBAL model and measured by the eddy covariance system was 16.4%, with a root‐mean‐square error of 0.52 mm d^?1. The estimated ET means were 3.09, 2.48, and 1.48 mm d^?1 on June 9 (DOY 160), June 25 (DOY 176), and July 27 (DOY 208) of the year 2010, respectively. The average estimated ET on the glacier surface of all days was more than 3 mm d^?1, a measurement that is difficult to capture in‐situ and has rarely been reported. This study will improve the understanding of water balance in cold, high‐altitude regions. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

Torsional dynamic response of a large‐diameter pipe pile in viscoelastic saturated soil     

Changjie Zheng  Hanlong Liu  Xuanming Ding  Yaru Lv 《国际地质力学数值与分析法杂志》2014,38(16):1724-1743

An analytical solution is developed in this paper to investigate the dynamic response of a large‐diameter end‐bearing pipe pile subjected to torsional loading in viscoelastic saturated soil. The wave propagation in saturated soil and pile are simulated by Biot's two‐phased linear theory and one‐dimensional elastic theory, respectively. The dynamic equilibrium equations of the outer soil, inner soil, and pile are established. The solutions for the outer and inner soils in frequency domain are obtained by Laplace transform technique and the separation of variables method. Then, the dynamic response of the pile is obtained on the basis of the perfect contacts between the pile and the outer soil as well as the inner soil. The results in this paper are compared with that of a solid pile in elastic saturated soil to verify the validity of the solution. Furthermore, the solution in this paper is compared with the classic plane strain solution to verify the solution further and check the accuracy of the plane strain solution. Numerical results are presented to analyze the vibration characteristics and illustrate the effect of the soil parameters and the geometry size of the pile on the complex impedance and velocity admittance of the pile head. Finally, the displacement of the soil at different depth and frequency is analyzed. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

Estimation of instantaneous peak flow from maximum mean daily flow by regionalization of catchment model parameters          下载免费PDF全文

Jie Ding  Uwe Haberlandt 《水文研究》2017,31(3):612-626

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Shallow sediment deformation styles in north-western Campeche Knolls,Gulf of Mexico and their controls on the occurrence of hydrocarbon seepage     

Feng Ding  Volkhard Spiess  Ian R. MacDonald  Markus Brüning  Noemi Fekete  Gerhard Bohrmann 《Marine and Petroleum Geology》2010,27(4):959-972

During German R/V Meteor M67/2 expedition to Campeche Knolls, southern Gulf of Mexico, a set of 2D high resolution seismic data was acquired to study the near-surface sediment structure and its relationship with hydrocarbon seepages in this salt province. The comprehensive survey covered 20 individual bathymetric highs or ridges and identified three principle structural types: Passive Type, Chaopopte Type, and Asymmetric Flap Type. The first type is the result of passive diapirism, whereas the latter two were initialized by a regional compressional event in the Miocene, but are later differently modified by salt tectonism. Chapopote Type structures appear as symmetrical domes, with uplifted coarse-grained Miocene sediments in their cores and rather thin syn-kinematic sediments covering the crests. Asymmetric Flap Type structures are also first folded as domes or ridges, but one flap later subsided together with salt evacuation, resulting in single uplifted monoclines. With the coarse-grained pre-kinematic sediments as reservoir units, both structural types can focus and accumulate hydrocarbons. The geometries of the structures suggest that hydrocarbons are accumulated in the center of the Chapopote Type structures and in the subsided flaps of the Asymmetric Flap Type structures. Hydrocarbon leakage from these thinly sealed reservoirs is regarded as the principle mechanism for the seepage in the study area, and accordingly the most seepage-prone positions are above these reservoirs. The seep locations suggested by analysis of sea-surface oil slick images of SAR satellite data are also examined in this study. These independently derived seep locations confirm the seepage-prone positions to be above the shallow buried reservoirs. This study suggest that the shallow sediment structures control the distribution of the hydrocarbon seeps of the north-western Campeche Knolls, although the hydrocarbons are sourced from the greater depth.  相似文献   

1975-2015年都兰县沙漠化动态变化趋势研究     

陈利珍  丁文广 《沙漠与绿洲气象(新疆气象)》2016,10(5):64-71

本文利用1975年的MSS影像、1985~2015年TM影像等5个时期遥感影像为数据源,系统研究都兰县1975~2015年沙漠化土地动态变化趋势,旨在为都兰县沙漠化治理提供科学依据。结果表明：（1）研究区各时期沙漠化面积呈波动变化,沙漠化面积在近40年,总体减少了868.12km2;（2）1975~2015年期间,研究区土地利用属于极缓慢变化型;（3）1975~2015年研究区沙漠化土地的空间变化以稳定型为主,其中1995~2015年间逆转型沙漠化土地变化的比例明显增加。1995~2005年逆转型所占比重为27.47%;2005~2015逆转型所占比重为31.76%。并且2005~2015年间沙漠化逆转型与明显逆转型所占比重之和是沙漠化发展型与明显发展型所占比重之和的25余倍,表明研究区此阶段沙漠化治理效果显著,或气候因素有利于沙漠化逆转。  相似文献   

基于敏感源分析的动态大气污染排放方案模拟   总被引：2，自引：2，他引：0       下载免费PDF全文

徐敬  张小玲  蔡旭晖  赵秀娟  苏捷  张自银  温维 《应用气象学报》2016,27(6):654-665

选取2014年11月6—11日一次典型污染过程,以北京城区为重点关注的目标区域,基于印痕分析技术判别对该区域影响较大的敏感源区,设计重点区域减排试验和敏感源区逐日动态减排试验,利用区域化学传输模式WRF-Chem进行模拟对比。结果显示:上述两种方案对源强较高的减排当地PM_2.5浓度降低均有明显的改善作用,且在传输作用下会辐射影响到下游地区;但仅就目标区域而言,敏感源区减排方案的减排效率要远远高于重点区域减排方案。为了验证基于敏感源分析的动态减排方法的适用性,进一步开展了不同季节以及不同背景浓度的个例模拟。结果表明:基于敏感源区分析结果制定动态逐日减排措施,可降低削减成本、提高减排效率,以达到最具经济环境效益的减排效果。  相似文献   

武威市初、终霜日气候特征   总被引：2，自引：0，他引：2  

丁文魁  杨晓玲  殷玉春  马玉山 《气象科技》2016,44(4):647-652

为了因地制宜,合理调整种植结构和布局,有效利用农业气候资源。利用1961—2014年武威市4个气象站点初、终霜日(最低地温≤0℃)观测资料,采用现代气候诊断分析方法,系统分析了该市年初、终霜日的时空变化特征。结果表明:受海拔高度、地形地势以及植被覆盖情况的影响,在空间分布上,武威市初霜日为山区早于荒漠区早于绿洲平原区,终霜日为山区晚于荒漠区晚于绿洲平原区,各地初、终霜日存在一定的异常性,正常初、终霜日均在60%左右,对农业生产造成危害的偏早和特早初霜日、偏晚和特晚终霜日的概率均在20%左右。在时间变化上,武威市初霜日呈显著推迟趋势,终霜日呈显著提早趋势,霜期呈显著缩短趋势,终霜日提早的幅度比初霜日推迟的幅度更大。初霜日和终霜日的时间序列均分别存在着8~10年和9~11年的准周期变化。初霜日在1998年发生了气候突变,终霜日在1996年发生了气候突变。  相似文献   

鄂西秭归盆地中三叠世-早侏罗世沉积记录及其对秦岭印支碰撞造山作用的启示     

柴嵘  杨江海  杜远生  丁典识 《地质科技情报》2016,(4):43-49

随着印支期南秦岭勉略洋盆闭合,华南和华北两大块体最终拼贴、构成中国大陆的基本轮廓。普遍认为这一洋陆转换、碰撞造山发生在三叠纪,但具体时间和空间过程仍存在较多争议。秭归盆地位于秦岭逆冲褶皱带东段南缘,是扬子北缘前陆盆地系统的重要组成,在沉积序列和碎屑来源上与秦岭印支期造山作用密切相关。该盆地经历早中三叠世滨-浅海相到晚三叠世-早侏罗世三角洲-河流相的沉积转变,中三叠统巴东组和上三叠统九里岗组之间发育平行不整合。不整合面之上的上三叠统-下侏罗统砂岩在碎屑组分上不仅含有泥岩、粉砂岩等沉积岩岩屑和千枚岩、板岩和片岩等中-低级变质岩岩屑,而且还见有中酸性火山岩岩屑。结合碎屑锆石颗粒U-Pb定年和古流向数据,这些火山岩岩屑揭示北部的秦岭造山带源区在晚三叠世(225~200Ma)存在火山活动,与同期的花岗质侵入岩一起反映秦岭印支期的同碰撞造山岩浆活动。  相似文献   

2014年春季季风间期东印度洋赤道及其邻近海域硅藻群落   总被引：3，自引：1，他引：2  

薛冰  孙军  丁昌玲  王东晓 《海洋学报》2016,38(2):112-120

2014年4月10日至5月13日在东印度洋赤道区及其邻近海域(10.08°N-6.00°S,80.00°~96.10°E)进行硅藻物种组成和群落结构的调查。分析了45个网采样品,共鉴定出浮游硅藻34属113种(包括变种、变形及未定名种),大部分物种为热带外洋性种以及暖海外洋性种,与该海区的热带及亚热带的环境特征一致。优势种为佛氏梯形藻(Climacodium frauenfeldianum)、地中海细柱藻(Leptocylindrus mediterraneus)、密聚角毛藻(Chaetoceros coarctatus)、美丽漂流藻(Planktoniella foromsa)、大西洋角毛藻那不勒斯变种(Chaetoceros atlanticus var. neapolitanus)、距端假管藻(Pseudosolenia calcar-avis,即距端根管藻Rhizosolenia calcaravis)、圆柱几内亚藻(Guinardia cylindrus)、达蒂角毛藻(Chaetoceros dadayi)、伏氏海线藻(Thalassionema frauenfeldii)、离心列海链藻(Thalassiosira excentrica)、瘤面角毛藻(Chaetoceros bacteriastroides)以及笔尖根管藻粗径变种(Rhizosolenia styliformis var. latissima)等。硅藻的平均细胞丰度为1.855×103个/m3,其平面分布不均匀,赤道断面细胞丰度较低,高值区出现在海区北部。聚类分析发现有7种生态类群,这些硅藻的种类和丰度平面分布与上层水体(200 m以浅)温度、盐度及营养盐的水柱平均值有较好的对应关系。  相似文献