京津高铁北京段地面沉降监测及结果分析

京津高铁是我国第一条高速运行的城际铁路,其安全运行对轨道变形有着严格的要求.京津高铁北京段经过平原区的沉降区域.地面沉降,尤其是不均匀地面沉降已经引起了部分地段路基和桥梁变形,威胁着高铁的运营安全.因此,需要高精度监测铁路路基和桥梁沉降,分析其原因,进而才能提出缓解沉降灾害的合理措施,保证京津高铁安全运行.本文采用时序干涉测量技术、水准测量技术和分层标监测、地下水分层监测手段相结合,对京津高铁北京段地面沉降进行监测,并利用监测结果分析其差异性沉降成因.结果表明:沿线区域地面沉降发展一定程度上受到来广营凸起、南苑—通县断裂和大兴隆起构造控制;地下水超采是区域地面沉降的主要驱动因素,同时第四系沉积环境、地层岩性和补给条件等共同作用,使得地面沉降发展在空间上存在一定差异性,可以分为微小沉降区(DK0-DK9段)、严重沉降区(DK9-DK27段)和一般沉降区(DK27-DK50);沿线区域地面沉降主要贡献层为中深部地层(50~147.5m),该层黏性土厚度较大,且主要呈现弹塑性形变,占总沉降量的76%左右,是未来地面沉降调控的主要层位.     

四川盆地埋藏沉降史模拟

将地震剖面与钻井资料结合起来，根据钻井取得的地层厚度、时代、岩性、密度、孔 隙度等信息，对剖面上任意点进行回剥分析，并运用均衡原理绘出沉降曲线，从而给出沉积 史和构造史. 模拟研究四川盆地埋藏沉降史表明，四川盆地构造沉降与总沉降之差随地层地 质年龄的减少而减少，说明地层越新压实量越小. 不同时期的沉降速率有所不同，总趋势为 早期沉降速率大，随着时间的推移，沉降速率逐渐减小.     

剪切波速和含水率双指标评价黄土震陷

为了研究地震荷载作用下黄土场地的震陷预测问题,以兰州黄土为研究对象来分析剪切波速和含水率与震陷系数的关系,并分别得出拟合函数关系。通过分析剪切波速和含水率在震陷过程中的内在联系,建立剪切波速和含水率双指标预测黄土震陷系数的方法,并依据该方法预测永登地震区黄土场地震陷量。研究结果表明:在一定的剪切波速区间内,震陷系数随着含水率的增加而增大;在一定的含水率区间内,震陷系数随着剪切波速的增加而减小。同时提出剪切波速可以反映黄土不因外部条件而变化的潜在震陷能力为绝对震陷能力的概念,相应的震陷系数称为绝对震陷系数,含水率影响潜在震陷能力的释放。通过震害实例计算验证剪切波速和含水率双指标预测方法的可行性。     

渤海盆地热历史及构造-热演化特征

渤海盆地大地热流测量和利用磷灰石裂变径迹及镜质体反射率数据进行的盆地热史恢复结果表明：盆地现今热流值为５０-７５ｍＷ／ｍ２,背景热流值达６３．６ｍＷ／ｍ２,而早第三纪砂河街组和东营组沉积时（２５-５０Ｍａ）盆地古热流值为７０-９０ｍＷ／ｍ２．盆地构造沉降史分析显示,盆地（含辽东湾地区和渤海地区）经历了早期的裂谷阶段（２５一扣Ｍａ）和后期的热沉降阶段（２５-０Ｍａ）,其中早期的裂谷阶段包含了两个裂谷亚旋回．渤海盆地内的后期热沉降叠加了１２Ｍａ以来由高密度地幔及岩石圈冷却诱发的快速均衡沉降．渤海盆地现今较低的大地热流值和较高的古热流及典型的裂谷型构造沉降样式等支持了渤海盆地板内裂谷盆地的大地构造属性并为渤海盆地构造一热演化提供了重要认识．     

Depositional sequence architecture and filling response model of the Cretaceous in the Kuqa depression, the Tarim basin

The Cretaceous system of the Kuqa depression is a regional scale (second order) depositional sequence defined by parallel unconformities or minor angular unconformities. It can be divided into four third-order sequence sets, eleven third-order sequences and tens of fourth- and fifth-order sequences. It consists generally of a regional depositional cycle from transgression to regression and is composed of three sets of facies associations: alluvial-fluvial, braided river-deltaic and lacustrine-deltaic facies associations. They represent the lowstand, transgressive and highstand facies tracts within the second-order sequence. The tectonic subsidence curve reconstructed by backstripping technique revealed that the Cretaceous Kuqa depression underwent a subsidence history from early accelerated subsidence, middle rapid subsidence and final slower subsidence phases during the Cretaceous time, with the correspondent tectonic subsidence rates being 30-35 m/Ma, 40-45 m/Ma and 5-10 m/Ma obtained from northern foredeep. This is likely attributed to the foreland dynamic process from early thrust flexural subsidence to late stress relaxation and erosion rebound uplift. The entire sedimentary history and the development of the three facies tracts are a response to the basin subsidence process. The slower subsidence foreland gentle slope was a favorable setting for the formation of braided fluvial deltaic systems during the late period of the Cretaceous, which comprise the important sandstone reservoirs in the depression. Sediment records of impermanent marine transgression were discovered in the Cretaceous and the major marine horizons are correctable to the highstands of the global sea level during the period.     

渤海湾盆地济阳坳陷新生代裂后不整合、加速沉降事件及其成因浅析

为了考察渤海湾盆地济阳坳陷新生代裂后不整合及加速沉降事件并探讨其成因机制,利用悬臂梁模型和二维挠曲回剥模型的正反演模拟,对济阳坳陷2条NS向剖面新生代的构造演化进行了重建.正演计算表明,要反映14 Ma的盆地结构,需要叠加断陷阶段及裂后不整合时期发生的构造抬升事件,叠加的构造抬升量在坳陷东北部比西南部大;反演计算表明,要恢复到14 Ma的盆地结构,按照断层估算的拉张系数产生的热沉降不足以恢复当时的古水深,如果要通过人为增加构造沉降以恢复到14 Ma的古水深,那么坳陷东北部比西南部需要更大的沉降量.结果说明,济阳坳陷在新生代发育时,除了水平伸展产生的岩石圈被动减薄外,可能还叠加了垂向因素引起的岩石圈主动减薄;14 Ma以来发生的裂后加速沉降有从坳陷东北部向西南部推进的趋势.分析表明除了水平伸展诱发软流圈热扰动及随后快速热衰减外,岩石圈拆层作用、岩石圈地幔交代作用等主动因素,也会产生裂后不整合及加速沉降事件.     

A field testing study on negative skin friction along piles induced by seismic subsidence of loess

At present piles foundation is widely used in the earthquake-prone loess area of China. Unfortunately, negative skin friction (NSF) along piles induced by an abrupt settlement of loess under strong earthquakes, so called seismic subsidence, has not been taken into account in design of piles foundation due to the lack of NSF data from field test. In order to investigate NSF along piles caused by seismic subsidence of loess and develop a method to estimate this earthquake-induced NSF, the authors perform a field test at a loess site by means of a series of explosions, i.e. a short delay blasting, in which two reinforced concrete piles was grouted. The expected ground motion generated by the short delay blasting is strong enough to induce an obvious seismic subsidence in the loess site. There are 40 stress gages to be averagely disposed into the two piles with a certain interval to collect the data of NSF during this field test. Meanwhile, ground motion and seismic subsidence of loess were, respectively, observed by accelerographes and a level gauge. The obtained data particularly disclose the developing characteristics and magnitude of loess seismic subsidence and NSF at the condition of strong ground motion. The loess seismic subsidence and NSF both have a rapid development in the explosion process and then keep a slower increase for some days after the blasting. At the end of observation, the maximum seismic subsidence of loess in the field reaches 33 mm; the average NSF along piles attains to 54 kPa, which is much greater than previous cases of NSF caused by collapse of loess. This field test shows the NSF along piles induced by seismic subsidence of loess is significant and should not be ignored in design of piles foundation in seismic loess regions.     

Tectonic modelling in the Bjørnøya West Basin of the Western Barents Sea1

The Bjøirnøya West Basin lies between latitudes 73° and 74°, longitudes 16°E and 18°E, contains at least 8 km of sediments deposited from the Late Jurassic, and is of considerable interest for hydrocarbon exploration. The Cenozoic extensional tectonics in the basin can be clearly seen from seismic data with normal faulting and from subsidence curves with rapid subsidence. The extension occurred during the Late Palaeocene with active extension lasting about 6 million years (m.y.) followed by thermal cooling. The tectonic subsidence within the study area shows a three-phase development: phase 1, synrift (58–52 Ma (million years before the present day)), is characterized by rapid subsidence; phase 2, postrift (52–5 Ma), by slow subsidence with occasional uplift; and phase 3 (5–0 Ma), by rapid subsidence. An adaptive finite-element model, with consideration of the radiogenic heat production in the lithosphere, has been used to model the subsidence and heat flow. The modelling of subsidence shows the β-factor distribution varying from 1.9 to 3.5 with an average of 2.4 for the uniform lithospheric extension. The heat-flow modelling predicts a rapid increase of heat flow during the Early Palaeocene. The maximum heat flow at about 52 Ma, which could be as much as 3.0 hfu (10^?6 cal/cm²/s), was followed by a decrease in heat flow. A plate-weakening model has been proposed to explain the rapid subsidence for the last 5 m.y. by flexure of the elastic lithosphere which is weakened by a decrease in elastic thickness caused by an increase of the temperature gradient in the lithosphere. The plate-weakening model predicts a heat-flow increase at 5 Ma of up to 2.0 hfu. Our study, using quantitative modelling of the tectonic subsidence, provides a partial (if not a full) understanding of the tectonic development and thermal evolution of the Bjønøya West Basin.     

GPS技术在上海市地面沉降研究中的应用

上海市自1998年开始开展了利用GPS技术监测地面沉降的研究,先后进行了可行性论证、GPS基准网建设、数据处理和平差方法的探索等一系列课题的研究,并布设了由34点组成的覆盖整个上海市的地面沉降监测基准网.为了进一步提高基准网的监测精度和沉降监测的时空分辨率,于2004年又布设了4个24小时连续运行的GPS固定站,对上海市地面沉降实施连续监测.为了考查GPS沉降监测的大地高可能达到的精度,研究合理的观测纲要与数据处理方案,本文在介绍并总结了上海市地面沉降GPS监测工作的同时,分析了GPS沉降监测基准网前后6期的观测数据.数据分析采用GAMIT/GLOBK软件包和GPS_NET软件,计算结果表明,在基线边长达到30～40km时,GPS在大地高方向上的中误差仍可控制在2mm左右,由此推算GPS监测地面沉降的分辨率在3mm左右,完全能够满足上海市地面沉降监测的需要.     

Effects of temperature-dependent material properties and radioactive heat production on simple basin subsidence models

The effects of applying laboratory-derived material parameters to simple thermal basin subsidence models are examined. The temperature-dependent properties of thermal conductivity, specific heat and the coefficient of thermal expansion are considered, as well as conductivity contrasts between the crust and mantle and lithosphere-scale radiogenic heat production. The effects of conductivity and radioactivity are complementary, and can be predicted from the way in which they influence the initial and final steady-state geothermal gradient. A convex-up initial gradient, such as is generated by the conductivity and radioactivity functions and is also assumed to be the case based on independent evidence, will lead to more initial subsidence than in a simple constant-parameter model. The final subsidence will also be greater in the modified model, due to the fact that the stretching event will result in a lithospheric column which is intrinsically cooler than in the pre-deformation case. Because the coefficient of thermal expansion rises with increasing temperature, including its temperature dependence will result in a model with substantially less initial subsidence than one with a constant value. When these parameters are combined into a single model, the initial subsidence is approximately 15–20% less than in the constant-parameter model if radioactivity is not included, and 10% less if it is, while the final subsidence is about 5% greater without radioactivity and 7–9% greater with radioactivity included. Depending on the magnitude of extension, these effects can translate into differences of tens to hundreds of meters when compared to the constant-parameter model.     

CRInSAR与PSInSAR联合探测区域线性沉降研究

本文提出一种CRInSAR与PSInSAR联合解算算法,并将该算法应用于区域线性沉降探测中.该算法将CR点上计算得出的形变速率值及高程改正值作为研究区域PS基线网络的约束,进而通过间接观测平差法估计出PS网沉降速率和高程改正值的全局最优解.算法实现了人工角反射器雷达干涉测量技术(CRInSAR)与永久散射体雷达干涉测量...     

陕北塌陷记录的区域特征研究

选取陕西省境内2011—2018年震级为M_L2.7—3.1的18个天然地震事件的287条记录和2013—2018年上述震级范围的20个陕北塌陷事件的185条记录,从时间域、频率域及时频域进行分析对比,总结出陕北塌陷记录区别于天然地震事件的特征:① 在时间域,就P波初动而言,塌陷的P波初动弱而平缓,只有极少数台的垂直向P波初动方向清晰,而天然地震的P波初动强而尖锐,垂直向P波初动方向清晰,有象限分布的特征;在体波特征方面,塌陷的体波周期要比天然地震的大;面波发育是塌陷区别于天然地震最显著的特征之一,即使震中距很小,塌陷记录依然有明显的短周期面波Rg波发育;在震中距＜50 km时,塌陷的振幅比A_S/A_P值要远远大于天然地震,且随着震中距的增大,A_S/A_P值变小并与相同震中距下天然地震的A_S/A_P值相近;相同震级,塌陷比天然地震尾波持续时间长,能量衰减慢。② 在频率域,塌陷的频率域较窄,主要为低频信号,集中在0—3 Hz内;天然地震的频率域较宽,低频信号较少;定义频带内频谱的方差与均值的比值为频谱变异系数α,塌陷的频谱变异系数α整体高于天然地震的。在震中距200 km范围内,塌陷的拐角频率f_c较天然地震小,集中在1—3 Hz,天然地震的拐角频率f_c在3—15 Hz均有分布。③ 从时频谱的对比可见,塌陷的主要频率成份为低频面波,而天然地震频率成份最丰富的为横波波段。      

地表沉陷空间预报及其有理分式解法的应用

通过阐述地面沉陷机理,分析地下岩体内应力状态和地下开挖空间的形成过程.引入数学积分模型建立地面沉陷理论模型,重点说明单元下沉盆地和特征点下沉,推导出地面沉陷预报公式.并利用有理分式解法求解地面沉陷预报数值.此法的计算精度高,适用面广,有效地解决了常规解法工作量大、计算精度低的缺点.为一种有效、实用的计算地面沉陷预报值的方法.     

华北地区的现代构造运动

华北地区的现代垂直构造运动基本上沿袭着新构造运动的格局发展,大体上可以划分为鄂尔多斯上升区、汾渭下降带、太行山上升区、渤海下降区、冀豫下降区、冀辽上升区、齐鲁上升区和定县—德州过渡区等八部分。此外还有较小规模的银川下降区、中卫下降区、五原—呼和浩特下降区和下辽河下降区等四部分。 现代水平运动不甚强烈,年应变率为10-8级。主压应变轴向北50°东左右。南东向的拉张应变占主导地位     

Inverse modeling of interbed parameters and transmissivity using land subsidence and drawdown data

Accurate modeling of hydraulic properties such as transmissivity and interbed specific storages is significant for reliable predictions of land subsidence modeling. Calibration of land subsidence model is a challenge because of the strong non-linearity of groundwater flow equation especially when it accounting for the interbed drainage process. Pumping well drawdown and land subsidence data are very important signals for identification of aquifer hydraulic properties. In this work, it is proposed that the ensemble Kalman filter is used to calibrate the transmissivity and interbed elastic and inelastic specific storages using both drawdown and subsidence data for the first time. A synthetic example demonstrated that the characterization of transmissivity and specific storages is improved, and the uncertainties of predictions of both drawdown and subsidence are reduced, when additional dynamic observation data are used for inverse modeling. Issues such as how to account for interferometric synthetic aperture radar data, which may be encountered using the EnKF for real case studies, are discussed.     

区域网GPS观测得到的汶川大地震前后的地壳垂直运动

中国地壳运动观测网络1000个观测站的GPS非连续观测区域网分别在1999年、 2001年、 2004年、 2007年和2009年作了5次观测。 2008年5月12日汶川8.0 级地震震中(31.0°N, 103.4°E)恰好在区域网GPS观测站密集的地区。 区域网长期、 多期GPS观测可降低年周期变化影响, 有利于获取此次地震前后的垂直位移趋势变化。 简要讨论了GPS垂直位移观测的精度。 分析了垂直位移观测的主要干扰地面沉降, 特别是华北地区因大量抽取地下水产生的严重地面沉降。 为获取汶川地震前垂直运动信息, 首先剔除因大量抽取地下水产生的大幅度沉降干扰结果, 通过趋势面分析中国大陆垂直位移空间分布, 显示了3个垂直位移沉降最显著区域。 对比分析表明, 临近汶川震区的沉降区, 未见大量抽取地下水干扰影响。 汶川地震前1999—2007年区域网GPS观测站得到的垂直位移表明, 汶川地震紧临显著沉降区的西北侧, 龙门山断层北段垂直运动闭锁。 该沉降区与另两个沉降区的时空变化明显不同, 也与区域网水平应变异常区的空间分布不同, 但该沉降区与区域网水平应变异常区同时出现。 大幅度同震垂直位移集中在龙门山断层北段震前垂直位移闭锁区。 这些事实表明, 汶川地震前GPS观测到的紧临震中的沉降区及垂直运动闭锁区与汶川地震的发生存在密切关系。     

昆明市地面沉降发展过程及其特征

利用1979－1998年昆明市地面沉降监测资料分析昆明市南部地区，即二环南路以南地区大面积地面沉降。该地区形成两个明显的漏斗形沉降区，一个是以小板桥为中心的沉降区，其中在朱家村、巫家坝机场、广卫村、小喜村、六甲、官渡等地较为明显，在沉降中心（小板桥）沉降量达227．5mm(1985-1998年），平均下沉速率在17mm/a左右，最大达30.00mm/a；另一个沉降中心在海埂以北的河尾村、渔户村一逞地区，没降中心的沉降量达100．4mm(1993-1997年），下沉速度达到25．1mm/a。对昆明市地面沉降现象与古滇池松软的湖相沉积、局部地区的地下水资源长期超采以及该地区强震活动的因果关系进行了初步探讨。     

Relationship between subsidence and volcanic load,Hawaii

A computer analysis of tide-gage records in the northeast Pacific indicates that the active volcanic islands of eastern Hawaii are subsiding at a rate considerably faster than the eustatic rise of sea level. The rate of absolute subsidence increases progressively toward the center of current activity on the Island of Hawaii. Honolulu, Oahu, appears to be stable; Kahului, Maui, is subsiding at 1.7 mm per year; and Hilo, Hawaii, is subsiding at 4.8 mm per year. This subsidence is apparently related to downbowing of the crust throughout a zone 400 km in diameter by the weight of volcanic material added to the crust by active volcanoes, principally Mauna Loa and Kilauea on the Island of Hawaii. The Hawaiian Arch encircles the subsiding zone and may be uplifted by material moving down and outward from the zone of subsidence. The annual volume of subsidence is about 270×10⁶ m³, whereas the average annual volume of erupted basalt on the Island of Hawaii (based on historic records back to about 1820) is about 50×10⁶ m³. The great excess of subsidence over volcanic addition cannot be reconciled by isostatic models, and is apparently the result of other processes operating in the volcano and its basement thet are poorly understood. Probably the more important of these processes are intrusions and submarine volcanism, both of which are providing additional unseen load on the volcanoes. Furthermore, the rate of eruption may be uplifted by material moving down and outward from the zone of subsidence may be overestimated due to localized downslope movement of the margins of the islands.     

非饱和黄土震陷物理力学机制与主导影响因素

通过分析黄土震陷的物理过程及其力学机制,指出非饱和黄土震陷实质上是土体广义固相介质响应外部动荷载作用的再固结过程。将影响黄土震陷的主导因素归纳为两方面,即土体广义固相介质的强度、体积特征和外部动荷载特征。介质的强度特征可通过引入土工试验获取的参数(粘聚力和内摩擦角)来宏观表征;体积特征可由能够反映土体欠压密程度的孔隙比描述。与非饱和黄土震陷的宏观物理力学机制相适应,粘聚力与内摩擦角主要反映土体的结构性强度(黄土强度特征),孔隙比则反映了土体再固结的潜在性态(黄土沉降量值特征);黄土强度特征对应土体抵御外部载荷的能力,黄土沉降量值特征对应外部载荷作用下的土体沉降能力。     

L和C波段雷达干涉数据矿区地面沉降监测能力分析

雷达成像的波长、入射角、地面分辨率等参数严重影响着SAR差分干涉测量地面沉降的监测能力和精度,论文通过理论推导和矿区实际沉降差分干涉相位模拟,从监测到的最大沉降梯度和沉降量、保相能力、对微小沉降的敏感程度等方面对L和 C波段雷达干涉数据的矿区地面沉降监测能力进行分析;精化双轨D-InSAR数据处理的流程、方法和相应参数,使用ALOS PALSAR和ENVISAT ASAR数据获取济宁某矿区2009年12月到2010年02月期间更为精确的矿区地面沉降结果,并对沉降结果进行详细比较和系统分析.理论推导、相位模拟和真实数据实验都表明,相对于C波段的雷达干涉数据而言,L波段雷达干涉数据具有较强的保相能力,能够更好地降低失相干和相位不连续性的影响,更容易监测到沉降梯度和沉降量较大的矿区地面沉降,但对微小矿区地面沉降的敏感程度较低.