能量均衡技术的改进与浅层地震勘探

本文针对浅层地震勘探和数据处理的特点,系统地介绍了浅层地震勘探数据处理微机软件系统的能量均衡原理、实现过程和程序流程及该系统在能量均衡处理技术方面的一些新的突破：如首尾能量补偿,最大振幅能量限制等功能。该系统使得浅层地震勘探数据处理真正实现了既能完成常规的滑比或ＡＧＣ处理,又能对首尾能量进行必要的补偿等特殊处理,从而使浅层地震勘探的时间剖面图得到更好的修饰。     

浅表地质现象对工程建设的影响及其勘探技术

查明浅表部地层地质条件,对多层及高层建筑均至关重要。针对目前上海地区,在运用小螺纹钻孔进行浅表部工程勘察中存在的一些问题,就其如何合理使用,作了若干方面的探讨。     

Least‐square support vector machine applied to settlement of shallow foundations on cohesionless soils

This paper examines the potential of least‐square support vector machine (LSVVM) in the prediction of settlement of shallow foundation on cohesionless soil. In LSSVM, Vapnik's ε‐insensitive loss function has been replaced by a cost function that corresponds to a form of ridge regression. The LSSVM involves equality instead of inequality constraints and works with a least‐squares cost function. The five input variables used for the LSSVM for the prediction of settlement are footing width (B), footing length (L), footing net applied pressure (P), average standard penetration test value (N) and footing embedment depth (d). Comparison between LSSVM and some of the traditional interpretation methods are also presented. LSSVM has been used to compute error bar. The results presented in this paper clearly highlight that the LSSVM is a robust tool for prediction of settlement of shallow foundation on cohesionless soil. Copyright © 2008 John Wiley & Sons, Ltd.     

Performance of seismically loaded shearwalls on nonlinear shallow foundations

If utilized, the energy dissipative capability of seismically loaded shallow foundations due to inelastic behavior can result in more economic design, provided the consequences, such as excessive deformations are accounted for. In this article, a Beam‐on‐Nonlinear‐Winkler‐Foundation (BNWF) model is used to assess the performance of shearwall‐foundation systems with different attributes, when subjected to ground motions of varied hazard levels. The numerical study indicates that the force and drift demands to the shearwall reduce significantly, when nonlinear foundation behavior is realized, while permanent settlement is well below the permissible limit. These results support the concept of shallow foundation capacity mobilization in future design. Copyright © 2010 John Wiley & Sons, Ltd.     

Application of the SHETRAN basin‐scale,landslide sediment yield model to the Llobregat basin,Spanish Pyrenees

The first application of the SHETRAN basin‐scale, landslide erosion and sediment yield model is carried out for a major landsliding event in the upper 505 km² of the Llobregat basin, in the eastern Spanish Pyrenees, in November 1982. The model simulates the spatial distribution of shallow landslides and their sediment yield. Acknowledging uncertainty in the model parameter evaluation, the aim of the application was not to reproduce the observed occurrence of landslides as accurately as possible with one simulation, but to bracket the observed pattern with several simulations representing uncertainty in the key input conditions. Bounds on the landslide simulations were thus determined as a function of uncertainty in the vegetation root cohesion (used in the model factor of safety calculations). The resulting upper bound considerably overestimates the observed pattern (17 000 landslides compared with an observation of around 700), but it reproduces several of the principal clusters in the observed pattern. The lower bound contains around 500 landslides. The sediment yield estimates (2670–14 630 t km^?2) are comparable to measurements elsewhere in the Pyrenees for extreme events. The results demonstrate an ability to simulate the basin‐scale landslide response to a rainfall event and the resulting sediment yield. They also highlight the need for further research in setting the uncertainty bounds and in avoiding large overestimates of landslide occurrence arising in part from a current inability to model small‐scale controls for a basin of the given size. Copyright © 2006 John Wiley & Sons, Ltd.     

新型张力腿式储油处理平台的动力响应分析

针对目前小油田早期生产中存在的不足,提出一种适用于浅水海域的新型张力腿式储油处理平台,该平台主要由储油箱、浮箱、吸力桩、系泊链和甲板结构构成,具备原油处理和储存功能。应用非线性时域耦合分析法,研究了有义波高、平均波周期、水深对该平台的运动响应和系泊链张力的影响。计算结果表明,波高对平台动力响应有较大影响,有义波高每增加0.4 m,平台水平位移相应增加0.408 m,而系泊链力随有义波高的增加呈准线性增大;波周期对平台水平运动影响显著,平均波周期从6.5 s逐级变化至8.5 s时,最大水平位移自3.760 m渐增至5.467 m,而波周期对系泊链力影响较小,变化率一般小于10%;该新型平台对水深大于20 m的浅水海域有良好的动力特性,而对水深小于20 m的海域却表现异常。因此,该新型张力腿式平台能满足水深不小于20 m浅海区的油田早期生产需要。     

浅层地下水补给对人类活动影响的响应特征研究

本文通过数据整理分析, 查明滹沱河流域平原区1976-2005年以开采量、灌区引水量和河道过水量为代表的人类活动逐渐增强, 分析了浅层地下水补给在大气降水减少和人类活动逐渐增强背景下大幅减少的响应特征: 综合补给量所占比率由1976-1980年的21.6%下降到2000-2005年的11.3%。随后, 从开采量、河道过水量和灌区引水量三个方面分析了浅层地下水补给响应人类活动的变化特征: 地下水补给量与开采量呈y=65.412x-0.2576模式随降水量增减而负相关变化; 河道渗漏补给量和渠水入渗量在地下水位不同埋深条件下表现出随来水量、引水量增加而增大的态势, 但在不同埋深条件下, 河道渗漏补给量与来水量之间、渠水入渗量和引水量之间关系不同。     

Middle and late Cenomanian oceanic anoxic events in shallow and deeper shelf environments of western Morocco

The response of shallow‐water sequences to oceanic anoxic event 2 and mid‐Cenomanian events 1a and 1b was investigated along the west African margin of Morocco north of Agadir (Azazoul) and correlated with the deep‐water sequence of the Tarfaya Basin (Mohammed Beach) based on biostratigraphy, mineralogy, phosphorus and stable isotopes. In the deeper Mohammed Beach section results show double peaks in δ¹³C_org for mid‐Cenomanian events 1a and 1b (Rotalipora reicheli biozone, lower CC10a biozone), the characteristic oceanic anoxic event 2 δ¹³C excursion (Rotalipora cushmani extinction, top of CC10a biozone) and laminated (anoxic) black shale. In the shallow environment north of Agadir, a fluctuating sea‐level associated with dysoxic, brackish and mesotrophic conditions prevailed during the middle to late Cenomanian, as indicated by oyster biostromes, nannofossils, planktonic and benthonic foraminiferal assemblages. Anoxic conditions characteristic of oceanic anoxic event 2 (for example, laminated black shales) did not reach into shallow‐water environments until the maximum transgression of the early Turonian. Climate conditions decoupled along the western margin of Morocco between mid‐Cenomanian event 1b and the Cenomanian–Turonian boundary, as also observed in eastern Tethys. North of Agadir alternating humid and dry seasonal conditions prevailed, whereas in the Tarfaya Basin the climate was dry and seasonal. This climatic decoupling can be attributed to variations in the Intertropical Convergence Zone and in the intensity of the north‐east trade winds in tropical areas.     

含气砂土静止侧压力系数的试验研究

针对现行工程设计和数值分析中土的静止侧压力系数K0大多依经验确定并取定值的缺陷,对非饱和含浅层气砂土的K0取值问题开展系统的室内K0固结试验研究。结果表明,含气砂土K0值并非常数,砂土的含水率和密实度均对其有影响;其值随含水率的增大而增大,随密实度的增加而减小,密实度相对于含水率对K0的影响更为显著;工程设计中取松散饱和状态下砂土的K0值是偏于保守和安全的。     

华北东部平原浅层高矿化弱渗透地下水的开发技术示范研究

开发利用华北东部低海拔平原浅层弱渗透含水层地下水,是挖掘水土资源潜力与提高光热生物环境资源利用水平的关键问题。通过借鉴国内外经验和现场勘查设计施工,在天津、沧州、衡水和济阳等地成功建立了"抽咸换淡辐射井"、"河水-雨洪水-潜水循环利用井"、"虹吸连通增采井"等不同类型示范工程,取得了在低成本条件下的良好效果。这既解决了淡水、微咸水、甚至是咸水地区的农业灌溉用水问题,也使浅层咸水大规模改造利用成为可能,为合理开发利用水土资源开辟了一条可行的途径。