幽情逸韵玉竹芳——浅析“韵竹”紫砂壶艺术品的艺术文化价值

竹文化是中国一种独特的传统文化,人们在长期的劳动生活中从竹的形貌中获得启发,从而将其看作是品格高尚的君子化身,象征着中华民族的品格和精神。因此在中国传统艺术中,必然少不了竹的身影。本文所选择的是一件以降坡泥烧制而成的紫砂壶艺术品,其名为“韵竹”,是在传统竹段壶、竹节壶的基础上发展而成的,我们将从泥料、造型、装饰及文化等方面细致分析来感受它的艺术文化价值。

从《静乐六方》分析紫砂壶的造型艺术与文化内涵

五百多年前的北宋时期,紫砂文化诞生,随着人们饮茶习惯的改变,紫砂壶成为了饮茶时必不可少的茶具之一。明清时期,紫砂壶盛行,经典的壶型层出不穷,艺术性也得到了进一步的发展。发展至今,紫砂壶已经构建了属于自己的一套发展体系,独特的文化与艺术价值让紫砂壶在人们心中的地位无可撼动。紫砂壶虽然是经典的传承,但却不是一味地守旧,紫砂壶通常会汲取当下时代的新兴审美以及文化,经过消化后以更紫砂的形式呈现给世人,也让世人更好地接受紫砂文化。因此,当世人谈到紫砂壶时,一定会提到紫砂壶同时具备的实用价值以及艺术价值,这也是紫砂文化脱颖而出、一直繁荣发展的原因。本文将以《静乐六方》为例,对作品的设计语言、泥料语言以及艺术语言等进行进一步的阐述,从而对笔者所理解的紫砂文化进行介绍。

巴山一夜雨,黑水万松风——浅析作品《松风怀远》的艺术修养与文化意境

紫砂文化流传至今已经有了五百多年的历史,发展至今经典的紫砂壶作品层出不穷,其中不乏至今被创作者模仿重新塑造的经典造型。一把小小的紫砂壶,不仅拥有实用性,能够在休闲时光里泡茶享乐,也不仅仅拥有精美的艺术外观,更多的则是需要我们去慢慢品读其中的深刻内涵。精湛的工艺下隐藏着的是创作者的情感,每一把紫砂壶都被创作者赋予了独一无二的灵魂,因此世界上没有一摸一样的紫砂壶,每一把紫砂壶都就具有独特的生命活力。笔者所创作的《松风怀远》这套作品,其中囊括了两把造型迥异但风格相似的紫砂壶,笔者通过这组作品呈现的紫砂内在的文化精神,希望可以以此引发世人的共鸣。

Soil detachment and transport under the combined action of rainfall and runoff energy on shallow overland flow

Rainfall and runoff energy results in soil erosion. This paper presents new the concepts of rainfall and runoff energy and analyzes the relationship of rainfall energy and runoff energy with sediment transport based on the conversion theory of kinetic and potential energy using artificial rainfall and mechanical calculation. The results show that the ratio of sediment detachment in sloping fallow overland flow increases with the slope gradient,rainfall energy and runoff energy, while the sediment detachment ratio under raindrop impact are significantly higher than those under no raindrop impact. The sediment concentration increases with the slope gradient and rainfall energy; when the slope gradient and rainfall energy are constant, the sediment concentration decreases as the runoff energy increases. Rainfall disturbance coefficients have a logarithmic correlation with the rate of rainfall energy and runoff energy. On the same slope gradient,when the rainfall energy is constant, the disturbance coefficient decreases as the runoff energy increases,while when the runoff energy is constant, the disturbance coefficient increases as the rainfall energyincreases. Rainfall energy results in sediment detachment, and runoff energy is the transportation for erosion sediment. This showed that rainfall energy and runoff energy are important in the sediment detachment and transportation of shallow overland flow.

Rainfall,Landslide and Debris Flow Intergrowth Relationship in Jiangjia Ravine

Jiangjia Ravine is a world-famous debris flow valley in Dongchuan,Yunnan Province,China.Every year large numbers of landslides and collapses happened and caused enormous damages to people's properties and lives.With longtime observation and testing in Jiangjia Ravine we had found out one kind of special landslide which had the characteristics of landslide and collapse.Landslide and collapse supplied sufficient materials for debris flow.When a debris flow broke out,some kind of intergrowth existed among rainfall,landslide and debris flow.In order to study the intergrowth and some key parameters,we carried out artificial rainfall landslide tests and model experiments to observe the phenomena such as collapse,surface slide and surface flow.By observing the experimental phenomena and monitoring water contents,the transformation process among landslide deposits and debris flow under the condition of rainfall had been analyzed.Research results revealed the relationship of this kind of intergrowth among rainfall,landslide and debris flow in Jiangjia Ravine.Meanwhile,it was found that this kind of intergrowth relationship existed only when the moisture content was in a certain range.That is,the critical state seemed to be existed in the transformation process.

Debris Flows Introduced in Landslide Deposits under Rainfall Conditions:The Case of Wenjiagou Gully

Debris flows often occur in landslide deposits during heavy rainstorms.Debris flows are initiated by surface water runoff and unsaturated seepage under rainfall conditions.A physical model based on an infinitely long,uniform and void-rich sediment layer was applied to analyze the triggering of debris-flow introduced in landslide deposits.To determine the initiation condition for rainfall-induced debris flows,we conducted a surface water runoff and saturated-unsaturated seepage numerical program to model rainfall infiltration and runoff on a slope.This program was combined with physical modeling and stability analysis to make certain the initiation condition for rainfall-introduced debris flows.Taking the landslide deposits at Wenjiagou gully as an example,the initiation conditions for debris flow were computed.The results show that increase height of surface-water runoff and the decrease of saturated sediment shear strength of are the main reasons for triggering debris-flows under heavy rainfall conditions.The debris-flow triggering is affected by the depth of surface-water runoff,the slope saturation and shear strength of the sediment.

Effect of rainfall on a colluvial landslide in a debris flow valley

A colluvial landslide in a debris flow valley is a typical phenomena and is easily influenced by rainfall. The direct destructiveness of this kind of landslide is small, however, if failure occurs the resulting blocking of the channel may lead to a series of magnified secondary hazards. For this reason it is important to investigate the potential response of this type of landslide to rainfall. In the present paper, the Goulingping landslide, one of the colluvial landslides in the Goulingping valley in the middle of the Bailong River catchment in Gansu Province, China, was chosen for the study. Electrical Resistivity Tomography(ERT), Terrestrial Laser Scanning(TLS), together with traditional monitoring methods, were used to monitor changes in water content and the deformation of the landslide caused by rainfall. ERT was used to detect changes in soil water content induced by rainfall. The most significant findings were as follows:(1) the water content in the centralupper part(0~41 m) of the landslide was greaterthan in the central-front part(41~84 m) and(2) there was a relatively high resistivity zone at depth within the sliding zone. The deformation characteristics at the surface of the landslide were monitored by TLS and the results revealed that rainstorms caused three types of deformation and failure:(1) gully erosion at the slope surface;(2) shallow sliding failure;(3) and slope foot erosion. Subsequent monitoring of continuous changes in pore-water pressure, soil pressure and displacement(using traditional methods) indicated that long duration light rainfall(average 2.22 mm/d) caused the entire landslide to enter a state of creeping deformation at the beginning of the rainy season. Shear-induced dilation occurred for the fast sliding(30.09 mm/d) during the critical failure sub-phase(EF). Pore-water pressure in the sliding zone was affected by rainfall. In addition, the sliding L1 parts of the landslide exerted a discontinuous pressure on the L2 part. Through the monitoring and analysis, we conclude that this kind of landslide may have large deformation at the beginning and the late of the rainy season.