桩端沉降测量对试桩成果分析的意义     

过培鑫  高倚山 《上海国土资源》1997,(4):1-7

桩端沉降测量和试桩资料的分析结果表明,桩在传递上部荷载与地基土之间产生的应力应变过程,表现为桩的弹性杆件和地基土的弹—塑性变形特征。从而对受荷桩,尤其是长柱和超长桩的应力应变特征有了更切合实际的认识。  相似文献   

洪泛平原农村居民地空间分布特征定量研究及应用探讨   总被引：23，自引：2，他引：23  

徐雪仁  万庆 《地理研究》1997,16(3):47-54

通过对影响居民地空间分布因素的分析,探讨了洪泛平原农村居民地空间分布特征;利用地理信息系统技术对不同高程带内居民地分布规模、等级和空间分布密度作了定量研究,得到了居民地空间分布密度和人口空间分布密度参数;并结合洪灾淹没区居民地损失的估算,对研究结果的应用作了探讨。  相似文献   

上海地区第⑥层暗绿色硬土层成困的探讨     

《上海国土资源》1997,(3)

以内环线工程地质勘察剖面所揭示的宏观及微观变化为主要依据,采用岩相旋迥分析法分析第⑥层 暗绿色硬土层的成因,提出了是地壳的不均匀沉降造成第⑥层埋深起伏的新观点。  相似文献   

Ibex diggings in the Negev Desert highlands of Israel as microhabitats for annual plants. Soil salinity, location and digging depth affecting variety and density of plant species   总被引：1，自引：0，他引：1  

Yitzchak Gutterman 《Journal of Arid Environments》1997,37(4):665-681

About 400 Nubian ibex (Capra ibex nubiana) dig many hundreds of temporary night beds, approximately 80 cm × 110 cm and 15 cm deep, on slopes near the edges of the cliffs bordering the Zin valley. The beds are used according to the wind direction and the size of the ibex group, which depends on the ibex social behaviour during the year.The diggings are gradually abandoned and become important microhabitats for seed accumulation and germination, seedling development and annual plant establishment. These are influenced by soil salinity, slope direction and angle, digging depth, and the time since the diggings were abandoned. A greater variety of plant species and plant density were found in these diggings than upslope from the diggings.  相似文献   

桩基沉降量的灰色预测   总被引：2，自引：1，他引：2  

陈志波  简文彬 《岩土工程技术》2004,18(2):74-77

利用实测的桩基静载试验数据 ,用灰色系统理论建立桩基沉降量的灰色GM(1,1)预测模型 ,可以模拟桩基静载试验P s曲线的未知部分。研究结果表明 ,建立的GM(1,1)模型可有效预测桩基沉降量 ,对进一步分析桩基的承载性能有理论与实际意义。  相似文献   

多年冻土区铁路路基病害整治     

李英武 《冰川冻土》2004,26(Z1):237-240

The paper analyses the treatment measurements of railway roadbed main diseases in permafrost regions. Taking lessons from the diseases finally the mature experiences of treatments are offered.  相似文献   

Evidence for freeze–thaw events and their implications for rock weathering in northern Canada     

Kevin Hall 《地球表面变化过程与地形》2004,29(1):43-57

Discussions regarding weathering in cold environments generally centre on mechanical processes and on the freeze–thaw mechanism in particular. Despite the almost ubiquitous assumption of freeze–thaw weathering, unequivocal proof of interstitial rock water actually freezing and thawing is singularly lacking. Equally, many studies have used the crossing of 0 °C, or values close to that, as the basis for determining the number of ‘freeze–thaw events’. In order to assess the weathering regime at a site in northern Canada, temperatures were collected at the surface, 1 cm and 3 cm depth for sets of paving bricks, with exposures both vertical and at 45°, orientated to the four cardinal directions. Temperature data were collected at 1 min intervals for 1 year. These data provide unequivocal proof for the occurrence of the freezing and thawing of water on and within the rock (freeze–thaw events). The freeze event is evidenced by the exotherm associated with the release of latent heat as the water actually freezes. This is thought to be the ?rst record of such events from a ?eld situation. More signi?cantly, it was found that the temperature at which freezing occurred varied signi?cantly through the year and that on occasion the 1 cm depth froze prior to the rock surface. The change in freeze temperature is thought to be due to the chemical weathering of the material (coupled with on‐going salt inputs via the melting of snowfall), which, it is shown, could occur throughout the winter despite air temperatures down to ?30 °C. This ?nding regarding chemical weathering is also considered to be highly signi?cant. A number of thermal stress events were also recorded, suggesting that rock weathering in cold regions is a synergistic combination of various chemical and mechanical weathering mechanisms. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

高速公路沉降计算中e-lg p法修正探讨   总被引：2，自引：1，他引：2  

王志亮  涂许杭  殷宗泽 《岩土力学》2004,25(5):719-722

利用已有的高速公路土工试验资料，通过大量的非线性有限元计算得出一个与路堤填筑高度及路基土体压缩系数相关的沉降综合修正式，使得单向 e-lgp 法的计算结果修正后能够考虑土体侧向变形。实例验证表明：经此式修正后的沉降值误差较小，不但比规范法更合理，而且与实测值以及有限元法结果很接近，具有一定的工程参考价值和借鉴意义。  相似文献   

路堤下现浇薄壁管桩复合地基工作特性分析   总被引：15，自引：7，他引：15  

费康  刘汉龙  高玉峰 《岩土力学》2004,25(9):1390-1396

现浇薄壁管桩和土工格栅加筋碎石垫层所组成的复合地基加固软弱路基具有经济合理，施工时间短，承载力高，沉降减小明显等优点。采用非线性有限元对路堤荷载作用下的现浇薄壁管桩复合地基的工作特性进行了分析，结果表明：在路堤荷载作用下，路堤填土材料中的拱效应、土工格栅的拉膜效应或加筋垫层的刚性垫层效应、桩土间刚度差异引起的应力集中效应保证了大部分荷载由桩承担，有效地减小了总沉降和不均匀沉降。同时对荷载传递机理的影响因素做了分析.  相似文献   

复合地基沉降计算的复合本构有限元法适应性研究     

杨涛  徐永福 《岩土力学》2004,25(Z2):243-246

复合本构有限元法是一种新型的复合地基沉降数值计算方法.采用复合本构有限元和传统三维有限元两种计算模型,通过不同桩土模量比、置换率和桩长条件下复合地基沉降计算结果的比较,对复合本构有限元法的适应性进行了探讨.  相似文献