循环荷载作用下扰动岩土体沉降特性试验研究

Experimental Study on Settling Character of Disturbed Rock-Soil Mass During Cyclic Loading

以大范围的扰动岩土体区域的工程建设为研究背景,通过物理模拟试验研究,得出了循环荷载作用下扰动岩土体地表任意点的沉降变形曲线,并对其固结沉降特性进行了分析.

With the engineering construction in the large scale disturbed rock-soil region as the backdrop of research, the author found by means of physical analogue experiments the settlement curve between uncoditional surface stations and analyzed the consolidation settling character of the disturbed rock-soil mass during the cyclic loading.