浅谈吹填对真空预压的影响及处理措施     

李玉灿  谢武林 《岩土工程技术》2013,(5):256-258

依托南方某船厂吹填造地项目,通过地基处理过程中沉降数据及静力触探检测数据的分析,结合现场吹填时出现的问题,找出了吹填对真空预压的主要影响因素及应采取的改进措施。  相似文献   

A new method of combination of electroosmosis,vacuum and surcharge preloading for soft ground improvement     

刘汉龙  崔允亮  沈扬  丁选明 《中国海洋工程》2014,28(4):511-528

As a rapid and effective ground improvement method is urgently required for the booming land reclamation in China＇s coastal area, this study proposes a new combined method of electroosmosis, vacuum preloading and surcharge preloading. A new type of electrical prefabricated vertical drain （ePVD） and a new electroosmotic drainage system are suggested to allow the application of the new method. This combined method is then field-tested and compared with the conventional vacuum combined with surcharge preloading method. The monitoring and foundation test results show that the new method induces a settlement 20% larger than that of the conventional vacuum combined with surcharge preloading method in the same treatment period, and saves approximately half of the treatment time compared with the vacuum combined with surcharge preloading method according to the finite element prediction of the settlement. The proposed method also increases the vane shear strength of the soil significantly. The bearing capacity of the ground improved by use of the new proposed method raises 118%. In comparison, there is only a 75% rise when using the vacuum combined with surcharge preloading method during the same reinforcement period. All results indicate that the proposed combined method is effective and suitable for reinforcing the soft clay ground. Besides, the voltage applied between the anode and cathode increases exponentially versus treatment time when the output current of power supplies is kept constant. Most of the voltage potential in electroosmosis is lost at electrodes, leaving smaller than 50% of the voltage to be effectively transmitted into the soil.  相似文献   

真空预压地基沉降计算方法研究     

李宁  李向凤  刘坚 《岩土工程技术》2011,25(2):86-89

采用单井地基等效圆内真空压力的平均值等效代替群井地基内部真空压力的平均值推求在K0固结条件下地基沉降计算方法。在原有考虑土体侧向变形（非K0固结）的地基沉降计算方法的基础上对体积应变修正系数进行了新的考虑与分析,提出平均体积应变系数的概念,认为考虑侧向位移的固结沉降应采用平均体积应变系数对公式进行修正。进行有限元计算分析,将理论计算值、有限元计算值、实测值三者进行比较分析,认为计算值合理、可靠。采用真空预压沉降计算方法进行沉降预测较为合理便捷,对真空预压设计有一定的指导和借鉴作用。  相似文献   

长波红外空间光学遥感器高精度辐射定标技术     

赵艳华  王浩  李云飞  李岩  张秀茜 《遥感学报》2021,25(8):1646-1654

为了满足中国环保、国土、农业、气象、减灾等行业对地表温度遥感高精度监测的需求,近些年来中国长波红外空间光学遥感器空间分辨率从公里尺度提高到十米尺度分辨率,定量化应用的需求也越来越高。高精度的辐射定标是保证红外数据定量化应用的关键,本文通过全链路分析了影响辐射定标精度的因素,结合某型号任务的研制过程的具体实际,分析了主要影响因素的优化方法,包括星上定标方案优化、提高星上定标黑体控温精度和标定精度、提升长波探测器性能、提高长波探测器焦面控温精度等措施提高相机的性能和输出稳定性,并通过该型号真空辐射定标试验对辐射定标精度、系统定标响应情况进行了验证,试验结果绝对辐射定标精度为0.8 K@300 K,达到国内空间分辨率小于100 m的同类长波红外空间光学遥感器的较高水平。本文介绍的长波红外空间光学遥感器性能提升方法可为今后同类遥感器的研制及辐射定标提供参考借鉴,同时提供的定标试验验证结果也可以为同类红外卫星在轨应用提供参考。  相似文献   

星载计时器的研究与实现     

范颖赵赟  黄佩诚 《中国科学院上海天文台年刊》2007,(1):96-102

星载计时器不但要求其适应空间环境（包括抗辐射性能、抗闩锁、抗翻转性能、电真空性能和很宽的工作温度范围），同时要保证测量精度。该文在介绍时间测量的常见方法后，给出了星载计时器的原理；对计时器工作的空间环境进行了分析，并提出与其相应的适应空间工作环境的策略。  相似文献   

低裙式吸力桩真空沉贯及抗拔极限承载力   总被引：1，自引：0，他引：1  

柳晓科  鹿群  路士伟  刘春龙  郭少龙 《岩土力学》2018,39(6):2089-2098

为了提高裙式吸力桩的承载力,使其更易于沉贯且能更好地保护主桶周围土体免受洋流刨蚀,提出了一种新型低裙式吸力桩模型,采用双桶负压法沉贯该桩,能有效减小土塞高度。提出的超低位真空预压法能够快速固结土体,缩短试验周期,采用该方法加固的土体,能够较好地模拟强度沿深度增加的地基土。在该土体上采用抽真空法沉贯不同规格的吸力桩模型,对比研究低裙式吸力桩的可贯性,分析其沉贯阻力,结合试验数据拟合出了沉贯阻力公式。最后,通过45°斜拉试验并结合PLAXIS 3D软件对吸力桩承载力展开研究,对比试验与数值模拟结果,分析新型低裙式吸力桩的合理性。  相似文献   

洞庭湖区软土地基加固处理方案对比研究          下载免费PDF全文

隆威  程盼  赵娟  罗杰 《探矿工程》2010,37(9):46-49

采用强夯法、真空预压排水固结法、动力排水固结法对洞庭湖区一场地进行了加固处理,通过对处理后场地各项参数指标的对比研究,得出动力排水固结法处理软粘土地基是行之有效的方法,达到了预期的效果。此种软基处理方案既经济又合理,同时又满足了施工工期要求,可为类似工程提供有价值的参考。  相似文献   

数字地震仪防潮技术的实验研究     

张永刚  杨文东杨亮 《地震地磁观测与研究》2006,27(B08):79-83

近年，我国建立了大批的数字化地震台站，数字地震观测正逐渐取代模拟观测。而其地震计因采用电子反馈技术及其较宽的频带等，容易受到潮湿、气流扰动、温度变化等因素的影响，使地震记录产生无规则的漂移，尤其是仿真中长周期后更明显。为解决这些问题，本文介绍一种用于FBS-3A型地震计的保温防潮防护罩的设计制作原理，鹤岗地震台实际使用后效果显著。  相似文献   

Selected aspects of studies of sediments from the Ebro River （Spain） and the Dobczyce drinking water reservoir （Poland） within the frames of the European and national research projects     

Janusz Golas Jerzy Gorecki Mariusz Macherzynski Witold Reczynski Agnieszka Iwanicha Michal Sliwa 《中国地球化学学报》2006,25(B08):191-191

Mineral and organic matter either soluble or suspended are transported by the rivers and when deposited in the bed of the river or in the water reservoir, sediments are formed, whose chemical composition may serve as a fingerprint of the history of the ecosystem. The results of the studies of sediments in water systems （river catchments, reservoirs） can be used not only for the evaluation of the current state of the ecosystem but also to prevent any dangerous environmental changes. Bottom sediments can in many ways accumulate both suspended and soluble components. The process is influenced by several factors like pH, red-ox potential, oxygen content, interactions, etc. The complexity of those phenomena causes that in order to study the accumulation processes of compounds in sediments the application of various analytical techniques is required. The authors participate in two big projects on sediment studies. The AquaTerra Project is the EU funded project on understanding river-sediment-soil-groundwater interactions for support of management of river basins and catchment areas. Our group＇s studies are focused on mercury determination and its speciation in sediments and fish from the Ebro River in Spain. The Dobczyce Project is the national project funded by the Ministry of Education and sciences of Poland which is also a EU member country. The latter covers many aspects of accumulation and fate processes of chemical compounds in sediments of the reservoir which supplies 60% of drinking water to about one million population in the city of Krakow in Poland.  相似文献   

岩溶塌陷渗压效应致塌机理研究--以山东省枣庄市岩溶塌陷为例   总被引：1，自引：0，他引：1  

王滨  贺可强  姜先桥  周智民 《中国地质灾害与防治学报》2005,16(1):18-22

山东省枣庄市是北方岩溶塌陷的主要发育区之一，该区岩溶塌陷主要分布在十里泉水源地及丁庄一东王庄水源地地下水降落漏斗中心范围内，在发生时间上具有明显的阶段性。第1阶段岩溶塌陷主要原因为抽排地下水引起的“真空吸蚀作用”及“失托加荷作用”；第2阶段塌陷主要原因是降雨入渗诱发产生的渗压效应。渗压效应是由于降水(或地表积水)入渗补给岩溶地下水时，对覆盖层岩土体产生的综合效应，包括静水增荷效应、垂直渗透效应，吸水软化效应以及负压封闭效应。从形成的力学机制上分析，该区第2阶段岩溶塌陷属于降雨入渗-静水增荷-吸水软化型，致塌的力学机制为渗压效应致塌力学机制。  相似文献