uniform settlement meaning in Chinese
均匀沉降
均匀沉陷
Examples
- Analysis and disposal of foundation un - uniform settlement of a building
某工程基础不均匀沉降事故的分析与处理 - Non - uniform settlement
不规则沉降 - Differential settlement consists of three parts : non - uniform deformation of embankments , no - uniform settlement of soft ground , and differential settlement caused by structures . the mechanism causing differential settlement include geometrical , material , structural , and traffic factors
论文主要讨论造成这3部分不均匀沉降的主要原因及表现形式，包括几何的、材料的、载荷的、结构的和行车影响等因素。 - In this paper , according to the reaction of deformation and crack of pavement caused by the non - uniform settlement and the whole stability between the new & old embankment after widening the used road on soft ground , based on the study of settlement and stability of soft ground , the author systematically analyzed the mechanism of geosynthetics in the widening pavement structure , and presented a whole settlement computing method of reinforced embankment in widening structure with the theory of soil mechanics
本论文将利用土力学的相关理论，针对软土地基上旧路加宽后，在新旧路基间所出现的不均匀沉降和新旧路基整体结合强度不够而引起的路面变形、开裂等现象，从软土地基沉降和路基稳定性入手，系统分析了土工合成材料在加宽路基结构中的作用机理，并初步提出了加宽道路加筋路堤沉降计算的一整套方法。 - Based on comparison of several technical schemes , the method of sand bedding pre - elevating and step water - filling pre - compressing is adopted . so the dissertation is consist of two parts : ( 1 ) the applicability study for the method of sand bedding pre - elevating and step water - filling pre - compressing , including numerical analyses for the thickness of sand bedding , the consolidation , settlement and stability of foundation , drainage , possibility of foundation liquefaction under seismic loading , et al . ( 2 ) monitoring at construction stage and checking the effect of foundation treatment , including the measurements of the settlement velocity and non - uniform settlement of ring beam under the tank , pore pressures and horizontal displacements in foundation , the pressure distribution at the bottom of oil tank and the strength increase of soils
通过多种技术方案比较，最终选择了技术先进的砂垫层预抬高分级充水预压法，论文工作主要由以下两部分组成： ( 1 )砂垫层预抬高分级充水预压法的适用性研究，其中包括砂垫层厚度、地基沉降与固结度、地基稳定性、降水、地震作用下砂土液化的可能性等方面的计算分析； ( 2 )施工监测与地基处理效果检验，其中包括油罐环梁基础沉降速率与不均匀沉降程度、各分级充水加载阶段地基超静孔压与深层水平位移、油罐底板压力分布及地基土强度增长等方面的实测与数据分析。