摘要
应用岩土稳定理论 ,分析了黄土地区水窑窖的合理断面形状 ,提出水窑主要几何参数矢跨比的计算公式。探讨了我国分布的黄土力学性质分区规律和水窑施工技术 ,并对典型地区水窑矢跨比的合理取值进行了计算 。
Based on rock and soil stability theories, the reasonable section shape of water cellar in loess areas was analysed and the theoretical calculation formulas of principal geometry parameters was put forward. It inquires into the mechanic characters of loess and the construction techniques, the reasonable pitch of arch of water cellar in typical soil was calculated. These results could work as reference for water cellar standardize construction.
出处
《水土保持通报》
CSCD
北大核心
2001年第3期14-16,19,共4页
Bulletin of Soil and Water Conservation
基金
中华农业科教基金"降雨聚集条件下节水高效农业技术研究"(97- 0 1 - 0 3 - 0 1 )
陕西省科技攻关项目"节水农业的研究"(98K0 3一G4