非等截面桩超声波成孔质量检测     

韩亮 《物探与化探》2005,29(2):185-188

分析了非等截面超声波成孔质量检测的几个主要影响因素,给出了相应得改进措施。用工程实例说明超声波反射技术是一种保证非等截面桩成孔质量和成桩质量必不可少的检测方法。  相似文献   

襄樊汉江四桥大口径灌注桩成孔施工实践     

李宏伟  侯杰董军 《中国煤田地质》2005,17(2):35-36,42

介绍了使用泥浆护壁气举反循环回转钻进工艺进行襄樊汉江四桥大口径嵌岩桩的施工实践。施工中采用下置双护简隔离卵石层，合理选用钻头类型(卵砾石层采用五翼合金刮刀钻头，基岩采用球齿滚刀钻头)和钻进参数(混合器沉没深度，尾管长度，孔内空气流量与压力)，摸索与总结出一套复杂地层成孔施工经验。  相似文献   

旱地紫色土团聚体特征的指标比较   总被引：5，自引：1，他引：5  

骆东奇  侯春霞  魏朝富  谢德体  朱波 《山地学报》2003,21(3):348-353

土壤团聚体是土壤肥力的基础，团聚体结构对土壤肥力有重要的影响。用团聚体几何平均直径(GMD)、平均重量直径(MWD)、粒径分布分形维(D)和表面分形维(P)分别对紫色土团聚体及水稳性团聚体进行分析：几何平均直径(GMD)、平均重量直径(MWD)、粒径分布分形维(D)和表面分形维(P)从不同角度反映紫色土团聚体特征；几何平均直径(GMD)、平均重量直径(MWD)对团聚体和水稳性团聚体分布均能较好地反映；粒径分布分形维(D)和表面分形维(P)能更好地反映团聚体的水稳性和抗蚀性，是描述土壤团聚体水稳性和抗蚀性的新指标和新方法。  相似文献   

辽西中生代燕鸟化石新材料的补充研究     

袁崇喜 《地质学报》2004,78(4):464-467

本文记述了一件产自辽宁锦州义县早白垩世九佛堂组燕鸟 (Yanornis)化石的新标本。研究标本不但自身保存非常精美 ,而且其嘴里还完整地保存了它捕获的最后一件猎物——吉南鱼 (Jinanichthys longi-cephalus)。该标本的研究 ,不仅对燕鸟的生存环境、生活习性、捕食类型等研究提供了直接的证据 ,而且对于探讨辽西热河生物群中脊椎动物的“集群死亡”的原因也具有重要的意义  相似文献   

温州世贸中心大厦超深大直径钻孔灌注桩施工技术          下载免费PDF全文

徐辉雄  张涛  晏军  杨建林  鄢泰宁  蒋国盛 《探矿工程》2004,31(9):35-37

介绍了超深大直径钻孔灌注桩在温州世贸中心大厦桩基工程中的应用情况，对其施工中出现的主要问题进行了分析和处理，并提出了解决措施。  相似文献   

Transport rate of calcareous sand in unidirectional flow     

DAVID A. SMITH  KWOK FAI CHEUNG 《Sedimentology》2005,52(5):1009-1020

This paper examines the transport of calcareous sand in unidirectional flow and its prediction through existing sediment transport models. A flume experiment of four sand samples collected on Oahu, Hawaii, provides 29 sets of sediment transport data in the bed-form and suspended transport stages. The measured transport data are compared with direct predictions from four energy-based transport models developed for siliceous particles. Corrections for the grain-size, fall velocity, and critical velocity of calcareous sand based on recent research are applied to the models and the results are compared with the direct calculations and measured data. The comparison illustrates the important role particle shape plays in the transport of calcareous sand. All four sediment transport models give consistent predictions and good agreement with the majority of the measured data. Two of the models respond positively to the corrections in both the bed-form and suspended transport stages indicating that such an approach may provide an interim solution for the transport of calcareous sand.  相似文献   

Torsional dynamic response of a large‐diameter pipe pile in viscoelastic saturated soil     

Changjie Zheng  Hanlong Liu  Xuanming Ding  Yaru Lv 《国际地质力学数值与分析法杂志》2014,38(16):1724-1743

An analytical solution is developed in this paper to investigate the dynamic response of a large‐diameter end‐bearing pipe pile subjected to torsional loading in viscoelastic saturated soil. The wave propagation in saturated soil and pile are simulated by Biot's two‐phased linear theory and one‐dimensional elastic theory, respectively. The dynamic equilibrium equations of the outer soil, inner soil, and pile are established. The solutions for the outer and inner soils in frequency domain are obtained by Laplace transform technique and the separation of variables method. Then, the dynamic response of the pile is obtained on the basis of the perfect contacts between the pile and the outer soil as well as the inner soil. The results in this paper are compared with that of a solid pile in elastic saturated soil to verify the validity of the solution. Furthermore, the solution in this paper is compared with the classic plane strain solution to verify the solution further and check the accuracy of the plane strain solution. Numerical results are presented to analyze the vibration characteristics and illustrate the effect of the soil parameters and the geometry size of the pile on the complex impedance and velocity admittance of the pile head. Finally, the displacement of the soil at different depth and frequency is analyzed. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

大直径加重管绳索取心技术在页岩气勘探中的应用研究          下载免费PDF全文

朱恒银  王强  张正  蔡正水 《探矿工程》2016,43(10):160-164

根据页岩气、煤层气勘探对钻探技术的特殊要求,进行了大直径绳索取心技术的探索研究。文中重点介绍了加重管组合式绳索取心钻具的结构、作用原理及特点,以及施工试验效果。通过施工实践的启示,对大直径绳索取心技术的发展提出了几点认识。  相似文献   

Optimal routing for waste collection: a case study in Singapore     

Weijian Xue 《International journal of geographical information science》2016,30(3):554-572

ABSTRACT

To collect and dispose growing amounts of municipal solid waste (MSW) changed to be a hot topic along with the rapid urbanization in past decades. Cities are more and more dependent on the incineration instead of landfilling due to the cost-efficiency and environmental concerns. Considering the limited number of incineration plants and complicated situation of transportation in both spatial and temporal dimensions in different cities, the optimal routing for waste collection turns to be meaningful research topic. In this research, the ant colony optimization (ACO)-based multi-objective routing model coupled with min-max model and Dijkstra’s algorithm is proposed to address the question of which route to take from these waste-generating points to the target incineration plant(s) considering travel time, accident probability (black spots), and population exposure, so as to support the routing decision-making. The model is successfully implemented in Singapore and the effectiveness of the model has also been justified. Besides, few limitations of this research have also been discussed, some of which would also be the future directions of our research, especially the design and integration of a web-based routing decision-making support system.  相似文献   

The effect of specimen diameter size on uniaxial compressive strength,P-wave velocity and the correlation between them     

Amin Jamshidi  Mashalah Khamehchiyan  Reza Zarei Sahamieh 《Geomechanics and Geoengineering》2016,11(1):13-19

Estimation of uniaxial compressive strength (UCS) by P-wave velocity (V_P) is of great interest to geotechnical engineers in various design projects. The specimen diameter size is one of the main factors that influence rock parameters such as UCS and V_P. In this study, the diameter size of specimens that effect UCS and V_P is investigated. Moreover, the correlation between UCS and V_P are examined via empirical analysis. For this purpose, 15 travertine samples were collected and core specimens with a diameters size of 38, 44, 54, 64 and 74 mm were prepared. Then, uniaxial compressive strength and P-wave velocity tests were conducted according to the procedure suggested by ISRM (1981). It is concluded that the diameter size of the specimen has a significant effect on UCS and V_P. Moreover, it was found that the best correlation between relevant parameters obtained for the specimen diameter of 38 mm.  相似文献