期刊文献+
共找到2篇文章
< 1 >
每页显示 20 50 100
双灰桩加固地基的研究及应用
1
作者 徐凤萍 《铁道工程学报》 EI 1989年第3期133-135,共3页
一九八七年我处承担了太原机车车辆厂解体整备联合厂房的施工任务。据地质勘探报告提供:该处天然地坪~-1.54m为人工填土;-1.54m~-4.24m为黄土状轻亚粘土软弱层,地耐力仅8.2T/m^2;-4.24m~-6.81m为黄土状轻亚粘土,地耐力为18.5T/m^2地... 一九八七年我处承担了太原机车车辆厂解体整备联合厂房的施工任务。据地质勘探报告提供:该处天然地坪~-1.54m为人工填土;-1.54m~-4.24m为黄土状轻亚粘土软弱层,地耐力仅8.2T/m^2;-4.24m~-6.81m为黄土状轻亚粘土,地耐力为18.5T/m^2地下水位约在地坪下1m左右。采用的杯型基础垫层底标高为-1.80m~-3.20m,落在软弱层上,需对地基进行人工处理。 展开更多
关键词 加固地基 亚粘土 地基加固处理 人工填土 层底标高 机车车辆厂 人工处理 联合厂房 黄土状 地耐力
在线阅读 下载PDF
Preparation and properties of geopolymer-lightweight aggregate refractory concrete 被引量:1
2
作者 胡曙光 吴静 +3 位作者 杨文 何永佳 王发洲 丁庆军 《Journal of Central South University》 SCIE EI CAS 2009年第6期914-918,共5页
Geopolymer-lightweight aggregate refractory concrete (GLARC) was prepared with geopolymer and lightweight aggregate. The mechanical property and heat-resistance (950 ℃) of GLARC were investigated. The effects of size... Geopolymer-lightweight aggregate refractory concrete (GLARC) was prepared with geopolymer and lightweight aggregate. The mechanical property and heat-resistance (950 ℃) of GLARC were investigated. The effects of size of aggregate and mass ratio of geopolymer to aggregate on mechanical and thermal properties were also studied. The results show that the highest compressive strength of the heated refractory concrete is 43.3 MPa,and the strength loss is only 42%. The mechanical property and heat-resistance are influenced by the thickness of geopolymer covered with aggregate,which can be expressed as the quantity of geopolymer on per surface area of aggregate. In order to show the relationship between the thickness of geopolymer covered with aggregate and the thermal property of concrete,equal thickness model is presented,which provides a reference for the mix design of GLARC. For the haydite sand with size of 1.18-4.75 mm,the best amount of geopolymer per surface area of aggregate should be in the range of 0.300-0.500 mg/mm2. 展开更多
关键词 refractory concrete GEOPOLYMER lightweight aggregate thermal property equal thickness model
在线阅读 下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部