Near Crack Line Elastoplastic Solution for an Eccentric Cracks Loaded by the Pore Water Pressure

By using near crack line analysis method and Mohr-Coulomb strength criterion,the elastic-plastic solution for near crack line of an eccentric cracks loaded by the pore water pressure under large scale yielding condition is analyzed.The elastic stress fields,the plastic stress field,the unit normal vector of the elastic-plastic boundary near the crack line,the elastic-plastic stress fields near crack line are identified.The change pattern of the length of the plastic zone and the pore water pressure is presented.Besides,the elastic-plastic analytical solution for an eccentric cracks loaded by the pore water pressure is obtained.     

Mechanism analysis of permeability based on promoting coal matrix shrinkage by water jet

High pressure pulsed water jet (HPWJ) is a new technology of effectively improving coal seam permeability. However, the mechanism of increased permeability is not yet clear, which restricts the application of HPWJ in different coal seams. From the perspective of improving permeability by coal matrix shrinkage, the impelled dynamic equations is established based on analysis of coal dynamic effects by water jet. According to theoretical analysis of the stress state of coal matrix, it is concluded that HPWJ can promote coal matrix shrinkage, and the relationship equation between jet impact-coal matrix is derived. Besides, the gas seepage function in the coal slotted by the HPWJ is gained by using PM model, which provides theoretical support for generalizing the technology in the coal mine.     

Plant based indicators for irrigation scheduling in young cherry trees

Using a correlation between trunk diameter fluctuation (TDF) and stem water potential (SWP) it appears possible to determine water deficit threshold values (WDTV) for young cherry trees. This correlation must be based on a significant effect between SWP and at least one variable associated with the vegetative or reproductive growth of the trees. The objectives of this study are: (1) to determine the effect of several irrigation treatments on vegetative and reproductive growth and the SWP of young cherry trees; (2) to determine the correlation between TDF and SWP, and; (3) to propose a first approximation of SWP and TDF water deficit threshold values for young cherry tree plants. The experiment was carried out between September and April of the 2005-2006 and 2006-2007 seasons, in Quillota, in the Valparaiso region, central Chile. The irrigation treatments consisted of applications of 50% (T₅₀), 100% (T₁₀₀) and 150% (T₁₅₀) of potential evapotranspiration (ET₀) over the two growing seasons, using a randomized complete block design (RCB). The effect of irrigation scheduling was observed on: apical shoot growth rate (GR_AS), branch cross-sectional area (BCSA), canopy volume (CV), annual length of accumulated growth (AL_AG) and productivity. This effect showed that the T₅₀ treatment caused lower SWP (measured pre-dawn), vegetative growth and productivity. The fruit quality variables (cracking and size) were not affected by the different treatments. Combining the vegetative growth, productivity and SWP results shows that the water deficit threshold value, as a first approximation, is between 50% and 100% of ET₀, and therefore the critical SWP for defining irrigation frequency should be close to −0.5 MPa. Upon applying a post-harvest drought period (14 days without irrigation), a linear correlation was determined both between SWP and maximum daily trunk shrinkage, MDS (R² = 0.69) and between SWP and trunk growth rate, TGR (R² = 0.57). Using these correlations and the SWP reference value, reference values were obtained for MDS (165 μm) and TGR (83 μm day⁻¹), which would permit automated control of water status in young cherry trees.     

红松人工林幼龄材与成熟材干缩性的比较

对红松人工林幼龄材与成熟材气干与全干时的干缩性能进行了测试和分析。结果表明：幼龄材与成熟材气干与全干时干缩系数相比，幼龄材的径向、弦向、体积干缩系数均大于成熟材；气干与全干时差异干缩都是成熟材小于幼龄材。在木材利用上尽量选择成熟材，以提高产品质量，实现较高的经济价值。     

白石水库碾压混凝土重力坝基础垫层混凝土裂缝的原因分析

白石水库大坝为碾压混凝土重力坝，因工期和导流的需要，在浇筑大坝基础垫层混凝土时，有的部位安排在秋季浇筑，有的部位安排在春季浇筑，浇筑完毕后即放入河水进行保护，且均存水下越冬。在恢复浇筑混凝土前，对这些基础垫层混凝土进行了全面检查，发现有些坝段出现了裂缝，而有些坝段没有出现裂缝。通过对原始资料的研究分析，查到了产生裂缝的主要原因，并采取了切实可行的处理方法，同时为今后类似工程的设计与施工提供了参考。     

某住宅楼现浇钢筋砼楼板裂缝分析与加固处理

对出现现浇钢筋砼楼板裂缝的某住宅楼工程的图纸进行复查并进行现场检测,从设计和施工两方面对该工程现浇钢筋混凝土楼板出现大面积开裂的原因进行了分析。结果表明,板角部负筋配筋量不足、混凝土浇注不均匀、拆模过早是裂缝产生的主要原因。经过加固方案比较,采用粘贴碳钎维布法进行加固处理,确保了结构的安全使用。     

输油管道强度试压最高应力研究

管道试压后残存裂纹的疲劳扩展是影响管道正常使用寿命的主要因素之一。从管道缺陷的断裂特性入手，分析了试压应力对管道残存裂纹扩展寿命的影响，管道试压高应力过载峰对试压后裂纹扩展速率产生明显的延缓作用，过载峰愈高，延缓作用愈大；同时过载峰又增大了裂纹尺寸，造成管道承压能力逆转，加速裂纹扩展速率。定量分析表明，当表面裂纹的长度与深度的比值较小时，承压能力逆转量较小，对裂纹扩展速率影响不大；而裂纹尺寸较大的     

木材压花工艺的研究

本文探讨了在不采用任何软化药剂处理的条件下,对实木材表面进行压花试验,分析了6种树种木材的压花工艺条件及各工艺因素与压花制品质量之间的关系.结果表明,实木压花具有良好的工艺性能,但针叶树材的压花性能不如阔叶树材.不同树种的木材具有不同的压花工艺条件.在诸工艺因素中,温度和压力对压花制品的质量有较大的影响.