论文部分内容阅读
在大面积堆载作用下,地基压缩变形的规律和特点是建筑科学领域里大家共同关注的问题。近年来,我国有关科研部门已在软土地区对大面积堆载作用下的地基应力分布和变形规律,开展了系统的实测和试验研究,取得了一定成果。我厂30米跨堆矿场栈桥柱倾斜事故,就是运用这些科研成果取得了较好的效果。现将事故情况及处理方法介绍如下。
Under the action of large-area loading, the laws and characteristics of compression deformation of foundations are common concerns in the field of construction science. In recent years, China’s relevant scientific research departments have carried out systematic measurements and experimental studies on the stress distribution and deformation laws of large-area piles under soft soil conditions and achieved certain results. I plant 30 meters across the reactor pile trestle accident, is the use of these scientific research results have achieved good results. The accident situation and treatment methods are described below.