岷江中上游植被生态恢复过程中若干问题的探讨

　1．对四川省岷江上游地区（茂县）的锐齿槲栎（Quercus aliena var. acuteserrata）天然次生林进行研究，发现：(1) 坚果完好比例约在14% ~26%之间，完好坚果的发芽率和发芽势都比较高，但在天然状况下能够留存到翌年5月的坚果几乎没有。因此，实生幼苗的天然补充就受到了严重的限制。(2) 林缘的幼苗密度低于所有其它生境的 (P<0.05)，林中的幼苗密度最高，和林窗的比较有显著差异(P<0.05), 而和灌丛的比较则差异不显著（P>0.05）。在灌丛幼苗密度和林中以及林窗的比较都没有差异。动物对坚果的取食速度则是林中的最慢 (10.0%)，林窗和林缘的基本相同(分别为61.1%和66.5%)，取食速度都明显快于林中(P<0.01)。(3) 林中的幼苗在小于100 cm的各高度内都有大量分布，说明在林中树冠下幼苗是可以长期存在的，暗示在幼苗阶段的锐齿槲栎可能是耐荫的。(4) 在林中缺失幼树，在林缘则有包括幼树在内的完整的更新大小系列，表明林缘是更新的关键地点。(5) 在栎林的每一个大小级别上，萌生个体和实生个体都按各种比例伴生，说明导致萌生的干扰一直在发生，并可能在森林的更新中扮演重要角色;也说明该地区的锐齿槲栎林由萌生和实生起源的个体混合组成。 2．栎林是北半球温带森林的重要组成部分，因此栎林更新是全球森林更新研究的热点之一，而啮齿动物对栎林更新的影响则是关注的焦点。在2002~2003年，通过坚果标记研究了未被取食和遗弃坚果（即咬开后只有少部分被捕食后丢弃在林中的坚果）的健康比例，并定量测定了坚果的捕食、搬运、遗弃、丢弃、贮藏和留存等各种命运的比例和特点;对坚果也进行了各种人为的处理，以观测其命运和动物取食速度，发现：(1) 遗弃坚果中不健康坚果的比例比动物未取食的天然坚果中的比例有极显著的增加 (P>0.05)，暗示啮齿动物一般是通过咬开坚果来识别坚果健康与否并决定是否捕食。(2) 根据坚果命运和对照相比改变与否以及如何改变，各种人工处理坚果的命运可以分为 4 类：① 坚果命运没有任何显著改变;② 坚果被就地捕食的速度降低，搬运的速度不变，最终搬运坚果的比例增加而就地捕食坚果的比例降低，留存坚果的比例偶尔能增加至0.2%;③ 坚果就地捕食的速度几乎降至0，搬运的速度则在下降一段时间后又上升，并且搬运作用持续了相对长的时间，最终搬运坚果的比例大大增加，就地捕食坚果的比例很低，留存率为0;④ 坚果被搬运和就地捕食的速度和比例都降低，留存坚果的比例相应的大大增加，甚至可以达到50%。(3) 命运得到显著改变的②、③、④类坚果所承受的人工处理按照作用方式又可以分为主要作用于坚果化学状态（即气味浓度）的处理、主要作用于坚果物理状态（颜色、形态、有无附属物等）的处理以及使坚果处于不同颜色背景的处理;其中主要作用于坚果化学状态的处理对坚果命运具有最重大的改变，如胶带包裹处理和烧焦处理;其它各种主要作用于坚果的物理状态和所处背景的处理对其命运则也具有相对轻微的改变。这一试验结果可能证明：啮齿动物在对坚果进行识别和取食选择等活动时主要依赖于嗅觉来感知坚果的可食性，但是能感觉物理状态和所处背景的视觉也起一定程度的作用。(4) 啮齿动物对栎树坚果进行就地捕食、遗弃、搬运、异地捕食、丢弃、贮藏等作用，使各种命运的坚果都具有一定的数量比例和特点，也提供了动物影响栎林更新的多种可能途径。 3．人工干扰是任何退化生态系统中都始终存在的重大问题。除了明显的砍伐或者采摘外，人工践踏也是一种重要的干扰，特别是在茂县的山林普遍被牛马不断的放牧的情况下，这个干扰的后果就更加显著。为此研究了人脚踩踏的路上的白车轴草和未踩踏草坪上白车轴草在最大叶长、株高、芽高、构件数量、构件平均鲜重、死叶数量、根长等构型指标，根、茎、叶三者的生物量（干重）及比例等生物量指标，平均花序数量、花平均数量等繁殖指标方面的不同，发现踩踏使白车轴草植株：(1) 株高降低，芽高降低，最大叶长变小，平均每厘米的构件数量增加，构件平均鲜重降低，根长度减小，死叶数量增加。(2) 平均花序数量下降，每花序的花平均数量下降。(3) 但是在生物量的分配上，根和茎的生物量没有显著的下降，但是叶的生物量显著减低。因为白车轴草的茎可以不断克隆繁殖，所以踩踏对其存活可能没有太大的影响，只是造成了植株的矮化和密集化，根也变短;但是对种子繁殖有重大影响，反映在平均花序数量和每花序平均花数的显著下降上。在生物量的分配中，作为主要的同化器官，叶的生物量显著下降，而根茎比没有变化。这可能说明这样的克隆植物其物质流动是呈现网络化的特征，具有比较强的抗干扰能力。 4．连香树、油松、日本落叶松、华山松油松混合林是茂县地区的几种主要的已经营造的林型或者树种。为了了解其20年来的营林效果，运用样方调查的方法测量了这几种树种或者林型的胸径、持水量、凋落物现存量、密度等，评价了它们在生长、营业循环和水土保持等方面的差异。结果表明：日本落叶松具有生长缓慢，凋落物现存量大，涵养水分能力良好的树种，值得推广;油松生长迅速，凋落物现存量巨大，涵养水分能力一般的树种，也可以大力栽植;油松和华山松的混交林具有比较大的蓄积量和较好的涵养水分的能力，可以推广;而连香树则做为生长速度中等，成材率低，凋落物现存量小，涵养水分能力差的树种，不应该进一步推广。

Mechanisms of erosion of unfilled elastomers by solid particle impact

The mechanisms of material removal were studied during the erosion of two unfilled elastomers (natural rubber and epoxidised natural rubber). The effects of impact velocity and of lubrication by silicone oil were investigated. The development of surface features due to single impacts and during the early stages of erosion was followed by scanning electron microscopy. The basic material removal mechanism at impact angles of both 30° and 90° involves the formation and growth of fine fatigue cracks under the tensile surface stresses caused by impact. No damage was observed after single impacts; it was found that many successive impacts are necessary for material removal. It was found that the erosion rate has a very strong dependance on impact velocity above about 50 ms-1.

Ground vibration generated by trains in underground tunnels

A popular method used to reduce vibration transmitted from underground railways into nearby buildings is floating-slab track, whereby a concrete slab supporting the two rails is mounted on rubber bearings or steel springs to isolate it from the tunnel invert. This paper adds a track model to a previously developed three-dimensional tunnel model in order to assess the effectiveness of floating-slab track. A slab beam coupled to the tunnel in the wavenumber domain, with the slab bearings represented by an elastic layer, is examined first. A second beam representing the two rails together is then coupled to the slab, and axle masses representing a train are added to the rail beam. Power-spectral densities and RMS levels of soil vibration due to random roughness-displacement excitation between the masses and the rail beam are calculated. Analytical techniques are used to minimise the computational requirements of the model. The results demonstrate the inadequacy of simple mass-spring and Winkler-beam models with rigid foundations for the assessment of the vibration-isolation performance of railway track. They suggest that the achievable insertion loss is modest and that floating the track slab may in fact cause increased transmission of vibration under certain conditions. © 2006 Elsevier Ltd. All rights reserved.

On the growth and form of the gut.

The developing vertebrate gut tube forms a reproducible looped pattern as it grows into the body cavity. Here we use developmental experiments to eliminate alternative models and show that gut looping morphogenesis is driven by the homogeneous and isotropic forces that arise from the relative growth between the gut tube and the anchoring dorsal mesenteric sheet, tissues that grow at different rates. A simple physical mimic, using a differentially strained composite of a pliable rubber tube and a soft latex sheet is consistent with this mechanism and produces similar patterns. We devise a mathematical theory and a computational model for the number, size and shape of intestinal loops based solely on the measurable geometry, elasticity and relative growth of the tissues. The predictions of our theory are quantitatively consistent with observations of intestinal loops at different stages of development in the chick embryo. Our model also accounts for the qualitative and quantitative variation in the distinct gut looping patterns seen in a variety of species including quail, finch and mouse, illuminating how the simple macroscopic mechanics of differential growth drives the morphology of the developing gut.

Thermal insulation boards from coconut pith

Processing technique and physical characteristics of thermal insulation boards prepared from coconut pith using rubber latex as the binding agent are reported in this communication. In view of the easy processing, low cost and comparable physical properties with other insulating materials available indigenously, manufacture of these boards appears to be promising.

What needs to be done?: Guide in mangrove reforestation

The article presents a two-part guideline in mangrove reforestation. The first part is zonation, which is the process of determining what species are particularly suited to plant in a particular site. While, plantation establishment is the second part, it includes guides in the identification of species, selection of planting site, preparation of the planting sites, seed collection, handling and transporting of seeds, and planting.

Impact of sedimentalogical processes on mangrove ecosystem of the Indus Delta

A detailed sedimentalogical study concerning the depletion of mangrove in the Indus Delta due to the marked decrease in the supply of silt was undertaken. Thirty one stations were established for sampling in a selected area of 12000 hectares between Korangi creek and Wad do Khuddi creek. Seventy one samples of soil were collected from 6cm and 1m depth, out of which fifty one samples were selected for sedimentalogical studies. It was inferred from this study that the marine depositional processes are distinctly dominating over the fluvial processes, which is major cause in decreasing the growth of mangrove. It was also inferred that among the sampled stations the sites having clayey silt (with silt 60%-70% and clay 25%-30%) are most favourable for mangrove plantation.

Prediction of tread block forces for a free-rolling tyre in contact with a rough road

This paper describes a new approach to model the forces on a tread block for a free-rolling tyre in contact with a rough road. A theoretical analysis based on realistic tread mechanical properties and road roughness is presented, indicating partial contact between a tread block and a rough road. Hence an asperity-scale indentation model is developed using a semi-empirical formulation, taking into account both the rubber viscoelasticity and the tread block geometry. The model aims to capture the essential details of the contact at the simplest level, to make it suitable as part of a time-domain dynamic analysis of the coupled tyre-road system. The indentation model is found to have a good correlation with the finite element (FE) predictions and is validated against experimental results using a rolling contact rig. When coupled to a deformed tyre belt profile, the indentation model predicts normal and tangential force histories inside the tyre contact patch that show good agreement with FE predictions. © 2012 Elsevier B.V..

The vibrations of bubbles and balloons

Bubbles and balloons are two examples of structures that feature a pressure difference across the skin, a thin, tensioned membrane, and a doubly curved interface surface. While mathematical models have been formulated for bubble vibrations, no such model exists for balloon vibrations. This paper reviews a model of bubble vibrations, and compares its predicted natural frequencies and modeshapes to those of a rubber balloon. It is shown that the bubble model consistently underpredicts the balloon's natural frequencies, and it is concluded that the nonlinear elasticity present in the balloon skin accounts for this result.

Compressive response of glass fiber composite sandwich structures

Sandwich panels with crushable foam cores have attracted significant interest for impulsive load mitigation. We describe a method for making a lightweight, energy absorbing, glass fiber composite sandwich structure and explore it is through thickness (out-of-plane) compressive response. The sandwich structure utilized corrugated composite cores constructed from delamination resistant 3D woven E-glass fiber textiles folded over triangular cross section prismatic closed cell, PVC foam inserts. The corrugated structure was stitched to 3D woven S2-glass fiber face sheets and infiltrated with a rubber toughened, impact resistant epoxy. The quasi-static compressive stress-strain response of the panels was experimentally investigated as a function of the strut width to length ratio and compared to micromechanical predictions. Slender struts failed by elastic (Euler) buckling which transitioned to plastic microbuckling as the strut aspect ratio increased. Good agreement was observed between experimental results and micromechanical predictions over the wide range of core densities investigated in the study.

Time-dependent fracture toughness of cornea.

The fracture and time-dependent properties of cornea are very important for the development of corneal scaffolds and prostheses. However, there has been no systematic study of cornea fracture; time-dependent behavior of cornea has never been investigated in a fracture context. In this work, fracture toughness of cornea was characterized by trouser tear tests, and time-dependent properties of cornea were examined by stress-relaxation and uniaxial tensile tests. Control experiments were performed on a photoelastic rubber sheet. Corneal fracture resistance was found to be strain-rate dependent, with values ranging from 3.39±0.57 to 5.40±0.48kJm(-2) over strain rates from 3 to 300mmmin(-1). Results from stress-relaxation tests confirmed that cornea is a nonlinear viscoelastic material. The cornea behaved closer to a viscous fluid at small strain but became relatively more elastic at larger strain. Although cornea properties are greatly dependent on time, the stress-strain responses of cornea were found to be insensitive to the strain rate when subjected to tensile loading.

Modelling of settlement induced building damage

This thesis focuses on the modelling of settlement induced damage to masonry buildings. In densely populated areas, the need for new space is nowadays producing a rapid increment of underground excavations. Due to the construction of new metro lines, tunnelling activity in urban areas is growing. One of the consequences is a greater attention to the risk of damage on existing structures. Thus, the assessment of potential damage of surface buildings has become an essential stage in the excavation projects in urban areas (Chapter 1). The current damage risk assessment procedure is based on strong simplifications, which not always lead to conservative results. Object of this thesis is the development of an improved damage classification system, which takes into account the parameters influencing the structural response to settlement, like the non-linear behaviour of masonry and the soil-structure interaction. The methodology used in this research is based on experimental and numerical modelling. The design and execution of an experimental benchmark test representative of the problem allows to identify the principal factors and mechanisms involved. The numerical simulations enable to generalize the results to a broader range of physical scenarios. The methodological choice is based on a critical review of the currently available procedures for the assessment of settlement-induced building damage (Chapter 2). A new experimental test on a 1/10th masonry façade with a rubber base interface is specifically designed to investigate the effect of soil-structure interaction on the tunnelling-induced damage (Chapter 3). The experimental results are used to validate a 2D semi-coupled finite element model for the simulation of the structural response (Chapter 4). The numerical approach, which includes a continuum cracking model for the masonry and a non-linear interface to simulate the soil-structure interaction, is then used to perform a sensitivity study on the effect of openings, material properties, initial damage, initial conditions, normal and shear behaviour of the base interface and applied settlement profile (Chapter 5). The results assess quantitatively the major role played by the normal stiffness of the soil-structure interaction and by the material parameters defining the quasi-brittle masonry behaviour. The limitation of the 2D modelling approach in simulating the progressive 3D displacement field induced by the excavation and the consequent torsional response of the building are overcome by the development of a 3D coupled model of building, foundation, soil and tunnel (Chapter 6). Following the same method applied to the 2D semi-coupled approach, the 3D model is validated through comparison with the monitoring data of a literature case study. The model is then used to carry out a series of parametric analyses on geometrical factors: the aspect ratio of horizontal building dimensions with respect to the tunnel axis direction, the presence of adjacent structures and the position and alignment of the building with respect to the excavation (Chapter 7). The results show the governing effect of the 3D building response, proving the relevance of 3D modelling. Finally, the results from the 2D and 3D parametric analyses are used to set the framework of an overall damage model which correlates the analysed structural features with the risk for the building of being damaged by a certain settlement (Chapter 8). This research therefore provides an increased experimental and numerical understanding of the building response to excavation-induced settlements, and sets the basis for an operational tool for the risk assessment of structural damage (Chapter 9).

Stretchable liquid-crystal blue-phase gels.

Liquid-crystalline polymers are materials of considerable scientific interest and technological value. An important subset of these materials exhibit rubber-like elasticity, combining the optical properties of liquid crystals with the mechanical properties of rubber. Moreover, they exhibit behaviour not seen in either type of material independently, and many of their properties depend crucially on the particular mesophase employed. Such stretchable liquid-crystalline polymers have previously been demonstrated in the nematic, chiral-nematic, and smectic mesophases. Here, we report the fabrication of a stretchable gel of blue phase I, which forms a self-assembled, three-dimensional photonic crystal that remains electro-optically switchable under a moderate applied voltage, and whose optical properties can be manipulated by an applied strain. We also find that, unlike its undistorted counterpart, a mechanically deformed blue phase exhibits a Pockels electro-optic effect, which sets out new theoretical challenges and possibilities for low-voltage electro-optic devices.

Fiber Bragg grating hydrophone with high sensitivity

A fiber Bragg grating (FBG) hydrophone with high sensitivity was demonstrated. This hydrophone used a rubber diaphragm and a copper hard core as the sensing element. To compensate the hydrostatic pressure, a capillary tube was fixed at the end of the hydrophone. Theoretical analysis of the acoustic pressure sensitivity was given in this letter. Experiments were carried out to test the frequency response of the hydrophone. The result shows that when the Young's modulus of the diaphragm is higher, a flatter frequency response will be obtained.

Vacuum pyrolysis of waste tires with basic additives

Granules of waste tires were pyrolyzed tinder vacuum (3.5-10 kPa) conditions, and the effects of temperature and basic additives (Na2CO3, NaOH) on the properties of pyrolysis were thoroughly investigated. It was obvious that with or without basic additives, pyrolysis oil yield increased gradually to a maximum and subsequently decreased with a temperature increase from 450 degrees C to 600 degrees C, irrespective of the addition of basic additives to the reactor. The addition of NaOH facilitated pyrolysis dramatically, as a maximal pyrolysis oil yield of about 48 wt% was achieved at 550 degrees C without the addition of basic additives, while a maximal pyrolysis oil yield of about 50 wt% was achieved at 480 degrees C by adding 3 wt% (w/w, powder/waste tire granules) of NaOH powder. The composition analysis of pyrolytic naphtha (i.b.p. (initial boiling point) similar to 205 degrees C) distilled from pyrolysis oil showed that more dl-limonene was obtained with basic additives and the maximal content of dl-limonene in pyrolysis oil was 12.39 wt% which is a valuable and widely-used fine chemical. However, no improvement in pyrolysis was observed with Na2CO3 addition. Pyrolysis gas was mainly composed of H-2, CO, CH4, CO2, C2H4 and C2H6. Pyrolytic char had a surface area comparable to commercial carbon black, but its proportion of ash (above 11.5 wt%) was much higher.