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非开挖水平定向钻进敷设管道的质量直接受到水平孔壁的位移特征影响,而水平孔直径则是影响孔壁位移的重要因素之一。采用快速拉格朗日的计算方法,利用Mohr—Coulomb准则对粘土地层中不同直径条件下的近水平孔壁位移响应特征进行了数值计算分析。获得了在不同钻孔直径(0.6-1.6m)条件下近水平孔壁X、Y和Z三个方向的位移矢量、应力分布数据。分析结果表明,随着水平钻孔直径的不断增加,近孔壁各点的Z位移也不断增加,其中水平孔下部各点Z方向变化更为明显。同时,位移变化区域随着环形区域的不断向外扩展,增加幅度不断降低。因此,合理控制施工的终孔直径对于减少孔壁位移扰动具有重要意义。 相似文献
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变径凹凸形钻孔灌注桩的成孔工艺及其承载力估算 总被引:1,自引:1,他引:0
本文着重介绍,为提高软土地基钻孔灌注桩的单桩承载力,采用变径方法施工的新型钻孔桩的成孔工艺,使得钻孔桩桩身形态、规格从无控制变为有控制;从无规则变为有规则,进而为承载力的估算,提供了可靠的依据。 相似文献
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同一地区、工程地质条件近似、桩径相同情况下,灌注压浆桩比普通灌注桩可缩短桩长1/3,而承载力提高1/3,沉降量减小1/3,还降低工程造价,是值得推广的一种桩型。 相似文献
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Dong‐Gang Guo Bing‐Qing Zhao Tie‐Liang Shangguan Zhong‐Ke Bai Hong‐Bo Shao 《洁净——土壤、空气、水》2013,41(10):1018-1026
The influence of soil physicochemical properties and the relationship between the plant community and edaphic factors have been studied through monitoring the community dynamic parameters and analyzing the soil properties from four plant plots at the Pingshuo opencast coal mine eco‐reclamation area. The results are obtained as follows: (1) the law of the quantity variation of total N and available K is affected by the different kinds of plant configuration mode. It is Robinia pseudoacacia + Pinus tabuliformis (SIV) > R. pseudoacacia (SV) > R. pseudoacacia + P. tabuliformis (SI) > R. pseudoacacia + Ulmus pumila + Ailanthus altissima (SIII). The quantity is close to or exceeds the level of the original geomorphology. The average content of available N has the following order: SIV > SI > SIII > SV; the average content of available P SV > SIII > SIV > SI, both are far below the level of the original geomorphology; pH SIV < SIII < SI < SV; bulk density SI < SIV < SV < SIII, moisture content SIV > SIII > SI > SV; in the soil layer of 20–40 cm, except the available P, other physicochemical factors are in accordance with the factors of the surface soil; (2) the population average density, height and diameter at breast height (DBH) have no obvious relevance with the average density of the stumpage; (3) the average density, height, and DBH of R. pseudoacacia are closely related to pH and the content of available N and available P and all the index can be fitted by the equation of linear regression of the edaphic factors mentioned above. The principal component analysis shows that the magnitude of the impacts of three kinds of edaphic factors on the R. pseudoacacia population has the following order: pH > available N > available P. The average density of U. pumila is closely related to the moisture content of the soil. This regression model can be used to direct the cultivation and propagation of R. pseudoacacia and U. pumila population at the mine eco‐reclamation area. 相似文献
16.
Uplift capacity of single piles: predictions and performance 总被引:4,自引:0,他引:4
The paper pertains to the development of a simple semi-empirical model for predicting the uplift capacity of piles embedded
in sand. Various pile and soil parameters such as length (L), diameter (d) of the pile and angle of friction (ϕ), soil–pile friction angle (δ) and unit weight (γ) of the soil which have direct influence
on the uplift capacity of the pile are incorporated in the analysis. A comparative assessment of the ultimate uplift capacity
of piles predicted by using the proposed theory and some of the available theories are made with respect to each other and
with reference to the measured values obtained from model tests in the laboratory. For this purpose experimental data have
been collected from the literature and also from model tests conducted as a part of the present investigation. The study shows
the proposed model has an excellent potential in predicting the uplift capacity of piles embedded in sand that are consistent
with model pile test results. 相似文献