A small-scale field check on the Fisher–Lehmann and Bakker–Le Heux cliff degradation models

The paper considers the development of initially straight, steep rock cliffs, bounded above and below by horizontal surfaces, in which basal debris removal is zero and degradation occurs by the weathering away of fine debris from the cliff face to form a scree at its foot. Of the slope degradation models available, the two earliest and simplest, namely the Fisher–Lehmann and the Bakker–Le Heux models, are regarded as most relevant and are briefly summarized. The main purpose of the paper is to check the predictions of these models, particularly with regard to the shape of the rock surface buried beneath the scree, against field data. Such data are sparse. It is concluded that the best field case currently available, despite its small scale, is that provided by the 1·75 m deep ditch which forms part of the experimental earthwork in the chalk on Overton Down, Wiltshire. The predictions of the two models are checked against field measurements made of the stage of degradation reached on each face of the ditch by July 1968, eight years after its excavation. These stages were influenced to different degrees by the presence of a surface turf layer. For the NE face, where this influence was least, the agreement of the predictions of the Fisher–Lehmann model with the actual rock profile is excellent and that of the Bakker–Le Heux model only marginally less so. For the SW face, as expected, the agreements are somewhat less close. These results may be to some extent fortuitous because of the influence of the turves and because the scree slopes tend to be concave rather than rectilinear, as assumed. Also, the free faces decline with time in a manner intermediate between those assumed in the two models. Larger scale field checks are clearly desirable before firm general conclusions can be drawn. Rates of crest recession for the Overton Down ditch are logarithmic with time after a very rapid initial phase. Extrapolation from the early phase of this logarithmic behaviour leads to a close estimate of the time needed for the slope to develop fully. The associated ultimate crest recession is also closely predicted by equations derived from both models. © 1998 John Wiley & Sons, Ltd.     

饱和冻土中弹性体波传播特性影响参数研究

基于Leclaire对饱和双相孔隙弹性介质Biot模型的扩展,研究含有两种不同固相组分的三相多孔弹性介质中体波的传播特性。以饱和冻土为例,分析了各相体积分数、颗粒形状,接触参数等因素对波动方程中惯性参数、黏性参数、刚度参数的影响;对该三相介质模型进行了退化,分析了孔隙中只含液态水或固态冰时体波的特性;以饱和冻土为例,通过数值计算,探讨了饱和冻土中体波的相速度和衰减系数与胶结参数、接触参数、频率、饱和度、孔隙率等参数的关系。结果表明：与一般的饱和土不同,饱和冻土中存在5种体波,即3种纵波和2种横波;5种体波均具有弥散性和衰减性,且P1波、S1波弥散性和衰减性远小于P2、P3、S2波;胶结参数、饱和度、孔隙率对5种体波的传播特性影响显著,接触参数对传播特性影响较小。     

南海北部和海南岛附近海域表层沉积物中有机质的分布和降解状态的差异

利用气相色谱法对南海北部和海南岛附近海域表层沉积物中正构烷烃(n-alkanes)和脂肪酸进行测定和分析,结合粒径、比表面积(specific surface area,SSA)、有机碳(OC%)、碳稳定同位素(δ~(13)C)等参数研究有机物来源和降解状态,并对其影响因素进行分析。研究结果表明:沉积物主要以粉砂为主,平均粒径分布范围在10.97—517.21μm之间,选取的16个站位的比表面积平均值为8.05m~2/g,最大值是S23站位的24.46m~2/g,最小值是S29站位的1.73m~2/g,OC%含量在0.15—1.18之间,δ~(13)C值为–23.05‰—–21.24‰。沉积物中正构烷烃碳链的分布范围是nC_(14)—nC_(33),低碳数峰群以nC_(16)、nC_(18)为主峰碳且具有偶碳数优势,高碳数峰群以nC_(29)为主峰碳。脂肪酸的碳数分布范围是nC_(14)—nC_(30),低碳数单峰型分布,短链饱和脂肪酸(short chain saturated fatty acids,SCSFA)和单不饱和脂肪酸(monounsaturated fatty acids,MUFA)的含量占总脂肪酸含量的70%以上,长链饱和脂肪酸(long chain saturated fatty acids,LCSFA)的含量不到10%,据此说明这两个区域有机质均以海源输入为主。在有机物保存和降解方面,海南岛附近海域有机质载荷(OC/SSA)和δ~(13)C之间的正相关,表现了良好的陆源和海源的有机物更替,但是珠江口附近海域系列样品却未见相似过程。不仅在物源更替方面,在有机质降解特征上珠江口附近海域中的有机物与海南岛附近海域和南海陆架深水区也有很大的差别。海南岛附近海域和南海陆架深水区有机质的降解符合一般规律,随着水深的增加降解程度逐渐变大,然而珠江口附近海域随着水深的增加有机质却越来越"新鲜"。结合前人对珠江口附近海域黏土矿物组成的研究,本文认为珠江口附近海域沉积物中有机质之所以会出现上述"异常"可能是因为该研究区域黏土矿物对有机质选择性吸附所导致。     

羽毛针禾(Stipagrostis pennata)根鞘暗色丝孢菌降解功能的初步探究

羽毛针禾（Stipagrostis pennata）因其特殊的根鞘结构而成为新疆北部古尔班通古特沙漠中流动和半流动沙丘上的先锋禾草和优良固沙植物。通过多种方法对5株供试暗色丝孢菌的降解功能进行初步探究,以期为高效降解真菌的选育工作提供理论依据。结果表明：（1）通过羧甲基纤维素钠（CMC-Na）水解圈测定法挑选产纤维素酶的菌株,据透明圈直径与菌落直径的比值判断其产酶能力的大小,除0103菌株外其余株菌均具分解纤维素的能力,0104菌株Dp值高达1.70,其余菌株依次为0304 > 0105 > 0204。（2）采用滤纸条降解法、失重法,对产纤维素酶的菌株进行降解纤维素功能的验证,其中0104菌株降解能力较为明显,其滤纸失重率高达55.72%。（3）在以聚乙烯为唯一碳源的琼脂培养基培养上述菌株,发现0103菌株具降解聚乙烯能力,光学显微镜下观测到被降解的单个聚乙烯膜片面积达3.75 mm²。由上可知,0104和0103菌株分别在降解纤维素及聚乙烯方面有潜在的应用价值,其研究结果也拓展了对根鞘微生物功能的认识,除细菌微生物菌肥之外,真菌资源的挖掘和利用也值得更进一步的关注。     

人肠道微生物对海带岩藻聚糖硫酸酯及其寡糖的降解利用

采用人肠道微生物体外厌氧发酵技术,研究人肠道微生物对不同分子量岩藻聚糖硫酸酯的降解利用。分别将五个志愿者的肠道微生物接种到以高分子量和低分子量岩藻聚糖硫酸酯为唯一碳源的培养基中,酵解48h后,采用TLC和PAGE分析分子量变化,PMP-HPLC分析单糖组成变化,GC分析短链脂肪酸的生成情况。结果发现:在人肠道微生物体外降解岩藻聚糖硫酸酯的体系中,岩藻聚糖硫酸酯寡糖和低分子量组分(10—20k Da)含量显著降低,而且酵解产物的单糖组成没有变化,说明被人肠道微生物彻底降解利用;而人肠道微生物对高分子量岩藻聚糖硫酸酯(20k Da)的降解和利用度很低,产物的半乳糖和甘露糖的比例明显下降。低分子量和高分子量岩藻聚糖硫酸酯在酵解后均生成短链脂肪酸乙酸、丙酸和丁酸,但在高分子量岩藻聚糖硫酸酯发酵液中还生成了支链脂肪酸(异丁酸、异戊酸)和戊酸。研究结果表明,人肠道微生物能够彻底降解利用复杂的海带岩藻聚糖硫酸酯寡糖和低分子量组分,但是对高分子量岩藻聚糖硫酸酯的降解率很低。单糖分析说明人肠道微生物能够降解和利用多糖中的所有单糖,产生有利于肠道健康的短链脂肪酸,但是只有低分子量岩藻聚糖硫酸酯能够抑制支链脂肪酸生成。     

采动煤岩渗透率演化模型及数值模拟

为描述采动煤岩渗透率演化过程,引入强度退化指数,基于Hoek-Brown强度准则,建立了考虑围压影响的煤岩应变软化力学本构模型。给出了体积应变和渗透率的关系方程,结合应变软化模型建立了采动煤岩渗透率演化模型,并在FLAC下予以实现。通过数值模拟研究了不同围压下圆柱岩样的峰后应变软化力学行为和某煤矿工作面开采过程中煤岩的渗透率演化过程,结果表明：（1）该模型能较好地反映围压对煤岩峰后应变软化行为的影响;（2）随着工作面推进,越来越多的煤岩单元破坏,渗透率也不断增长,逐渐成为瓦斯等流体运移的主要通道。（3）模型能再现采动煤岩渗透率演化的动态过程,从而为煤与瓦斯共采、煤层瓦斯抽放和瓦斯灾害防治提供指导。     

Simulating stiffness degradation and damping in soils via a simple visco-elastic–plastic model

Stiffness degradation and damping represent some of the most well-known aspects of cyclic soil behavior. While standard equivalent linear approaches reproduce these features by (separately) prescribing stiffness reduction and damping curves, in this paper a multiaxial, 3D, viscoelastic – plastic model is developed for the simultaneous simulation of both cyclic curves over a wide cyclic shear strain range.The proposed constitutive relationship is based on two parallel resisting/dissipative mechanisms, purely frictional (elastic–plastic) and viscous. The frictional mechanism is formulated as a bounding surface plasticity model with vanishing elastic domain, including pressure-sensitive failure locus and non-associative plastic flow – which are essential for effective stress analysis. At the same time, the use of the parallel viscous mechanism is shown to be especially beneficial to improve the simulation of the overall dissipative performance.In order to enable model calibration from stiffness degradation ($G/G_{\mathit{max}}$) and damping curves, the constitutive equations are purposely kept as simple as possible with a low number of material parameters. Although the model performance is here explored with reference to pure shear cyclic tests, the 3D, multiaxial formulation is appropriate for general loading conditions.     

Inelastic seismic behavior of soil–pile raft–structure system under bi-directional ground motion

Performance based design of structure requires a reasonably accurate prediction of displacement or ductility demand. Generally, displacement demand of structure is estimated assuming fixity at base and considering base motion in one direction. In reality, ground motions occur in two orthogonal directions simultaneously resulting in bidirectional interaction in inelastic range, and soil–structure interaction (SSI) may change structural response too. Present study is an attempt to develop insight on the influence of bi-directional interaction and soil–pile raft–structure interaction for predicting the inelastic response of soil–pile raft–structure system in a more reasonably accurate manner. A recently developed hysteresis model capable to simulate biaxial interaction between deformations in two principal directions of any structural member under two orthogonal components of ground motion has been used. This study primarily shows that a considerable change may occur in inelastic demand of structures due to the combined effect of such phenomena.     

上边界条件对多年冻土地温场数值模拟结果的影响分析

以玛多地区多年冻土为背景,建立多年冻土地温场的数值计算模型,以不同的方式考虑近 60 a 来的气温变化构成不同的上边界条件,通过模型计算分析不同上边界条件下的不同时期温度场、未来冻土退化特征.结果表明：在上边界条件中采用气象站实测近60 a波动温度值和采用近60 a平均恒定值时,浅层冻土地温差异明显,且越浅层地温与越近时间的上边界条件相关.预测未来100 a冻土地温变化趋势发现,相同升温速率和升温初始温度条件下,上边界采用实测60 a波动温度值对冻土退化过程影响较小;升温初始温度值提高到与趋势线衔接后,冻土退化起始时间从约第45年提前到约第20年;60 a实测温度和升温初始温度值均提高到与其初始温度场上边界条件衔接后,冻土退化起始时间从约第20年提前到约第15年;冻土退化从开始到完全退化经历时间为25 a左右.     

实验室条件下微生物降解原油的地球化学特征研究

通过对胜利油田四个正常原油样品微生物作用前后的族组分及饱和烃色谱质谱分析,发现实验室条件下微生物对原油有明显的降解作用。微生物作用以后的原油族组分其饱和烃相对含量降低,饱/芳比也明显降低,而芳烃、非烃和沥青质的相对含量都不同程度的升高。通过饱和烃色谱-质谱分析,发现微生物作用以后原油正构烷烃被严重降解,姥/植(Pr/Ph)比值和∑C_21-/∑C₂₂₊比值都明显降低。微生物作用原油后能产生表面活性剂,造成了培养基表面张力的降低。