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粘性土地区静压PHC管桩承载力时效性研究 被引量:5
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作者 左宏亮 李航 刘景云 《低温建筑技术》 2009年第1期85-86,共2页
确定单桩竖向极限承载力一直是桩基础设计的重要问题,本文通过哈尔滨某工程的静压预应力管桩的隔时复压试验,并根据静压桩的单桩竖向极限承载力随时间呈双曲线增长的关系,得到粘性土地区依据沉桩终压力推算单桩竖向极限承载力的估算公式。
关键词 静压PHC管桩 粘性土地区 承载力 时效性
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大庆粘性土地区静压PHC管桩竖向极限承载力与终压力关系研究 被引量:2
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作者 高红影 左宏亮 庄超 《低温建筑技术》 2011年第4期102-103,120,共3页
利用SPSS统计软件对大庆粘性土地区24根静压PHC管桩静载试验数据进行了统计分析。探讨了大庆粘性土地区静压PHC管桩单桩竖向极限承载力与沉桩终压力之间的关系。得到大庆粘性土地区静压PHC管桩单桩竖向极限承载力与沉桩终压力之间的区... 利用SPSS统计软件对大庆粘性土地区24根静压PHC管桩静载试验数据进行了统计分析。探讨了大庆粘性土地区静压PHC管桩单桩竖向极限承载力与沉桩终压力之间的关系。得到大庆粘性土地区静压PHC管桩单桩竖向极限承载力与沉桩终压力之间的区域经验公式。根据此经验公式既可以合理地选择压桩机型及配重,也可以快速估算出单桩竖向极限承载力,用以指导静压预应力混凝土管桩的设计和施工。 展开更多
关键词 大庆粘性土地区 静压PHC管桩 单桩竖向极限承载力 终压力
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粘性土地区自锚式悬索桥猫道架设动力特性研究 被引量:1
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作者 肖羚 《建筑技术》 2023年第7期866-869,共4页
基于粘性土地区的环境特征和区域特征,采用ANSYS程序提取出自锚式悬索桥猫道架设的风攻角、姿态角和风偏角对应的三分力系数,对自锚式悬索桥猫道架设进行静风响应分析,利用抗风缆系统结构示意图,分析了抗风缆系统在自锚式悬索桥猫道架... 基于粘性土地区的环境特征和区域特征,采用ANSYS程序提取出自锚式悬索桥猫道架设的风攻角、姿态角和风偏角对应的三分力系数,对自锚式悬索桥猫道架设进行静风响应分析,利用抗风缆系统结构示意图,分析了抗风缆系统在自锚式悬索桥猫道架设中的作用,根据抗风吊杆的不同形式,在自锚式悬索桥猫道架设中,分析吊杆形式以及动力影响因素,设置抗风门架和斜索的空间位置,在猫道架设中布置抗风门架以及斜索,分析起动力特性影响因素,结合横向天桥设置的影响分析,实现了自锚式悬索桥猫道架设动力特性研究,保证了自锚式悬索桥猫道架设施工人员的安全。 展开更多
关键词 粘性土地区 动力特性 猫道架设 自锚式悬索桥
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Role of Potassium Bearing Minerals in Desorption of Reserved Potassium in Some Soils of Northern Iraq
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作者 Mohammad All Jamal Al-Obaidi] Hazem Mahmood Ahmed Mohammad Taher Khalil 《Journal of Agricultural Science and Technology(A)》 2014年第6期487-493,共7页
A laboratory study was conducted in order to explain successive extractions of reserved potassium by using concentrated HCI under reflux for 13 surface and sub-surface soil samples representing three chosen pedons of ... A laboratory study was conducted in order to explain successive extractions of reserved potassium by using concentrated HCI under reflux for 13 surface and sub-surface soil samples representing three chosen pedons of soil series (472 ECC Bashika, 463 EKC Rabeaa and 461 ECC Talafar) locations of Nineveh Province in Northern of Iraq. The aim is to investigate role of clay minerals on release of reserved potassium from soils. Results showed that dominated clay minerals were (smectite 〉 illite 〉 kaolinite 〉 chlorite) for both 472 ECC and 461 ECC soil series and were (illite 〉 smectite 〉 kaolinite 〉 chlorite) for 463 EKC soil series. Also results appeared that exchangeable K+ released values were 2,483-4,575 mg/kg at 461 ECC and 463 EKC soil series, respectively; non-exchangeable phase ranged from 752-1,390 mg/kg at 461 ECC and 472 ECC soil series, respectively. Soil fertility was evaluated according to its K+ mica release referring for high K+ release content with range between 3,324-5,516 mg/kg at 461 ECC and 463 EKC soil series, but rate ofK~ released was very law according to parabolic diffusion me,del with range from 195-359 mg/kg at latter soil series respectively. Results reflect effect of clay minerals on potassium release as amount and rates in arid and semi-arid regions. It can be concluded the study soils have a high amount of potassium content with low rate release of it, in turn these soil need particular management. 展开更多
关键词 POTASSIUM calcareoussods K^+ kinetics release.
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Research on Dynamic Parameters of Soil Sites in the Dalian Area
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作者 Zhang Xiaoping Li Ya +3 位作者 Liu Yang Jiang Hua Zhang Yinlong Huang Yimo 《Earthquake Research in China》 2012年第4期499-511,共13页
In this paper, dynamic soil parameters derived from Dalian area seismic risk assessment reports are collected. In this study, the measurement data is divided into 7 types, i.e. silty clay, muddy silty clay, clay, medi... In this paper, dynamic soil parameters derived from Dalian area seismic risk assessment reports are collected. In this study, the measurement data is divided into 7 types, i.e. silty clay, muddy silty clay, clay, medium sand, rock fragments, backfill soil and fully-weathered slate. Statistics of the dynamic parameters of these soils are carried out to obtain the mean values of dynamic shear modulus ratio and damping ratio. Typical drill holes are selected to establish dynamic soil models to investigate the seismic response for various cases. The dynamic parameters of the models are taken from the statistical values of this study, the standard values of code 94 (i.e. the dynamic soil parameters for Dalian seismic microzonation), and the recommended values by Yuan Xiaoming et al. (2000) respectively. The calculated results of peak ground acceleration are compared with the response spectral characteristics. The results show that the statistical values are approximate to the values recommended by Yuan Xiaoming, et al. (2000), but different greatly with the standard values in code 94. 展开更多
关键词 Site soil Dynamic soil parameter Dalian area
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