粗颗粒盐渍土回填碾压试验研究

在新疆大规模的开发建设中,大量的工程场地将遇到粗颗粒盐渍土。因厂址区附近建筑材料缺乏,外运距离远,场地回填及地基换填料同时成为工程面临的难题。本文遵循就地取材的原则,开展了粗颗粒盐渍土现场回填碾压试验和专题研究,确定了粗颗粒盐渍土作为回填料的适宜性及相关设计施工参数。试验研究表明:当粗颗粒盐渍土易溶盐含量不是很高,具轻微溶陷性,并不考虑盐胀时,场地料重新回填可消除原有的溶陷性,且地基承载力可达170kPa,通过级配改良,混合料回填碾压后地基承载力可达300kPa,有了较大提高。其成果的获得,具有明显的工程效益。

Experimental study on back filling and rolling compaction of coarse-grained salty soil

In the large-scale development and construction in Xinjiang Uygur Autonomous Region, the most engineering site will encounter the coarse-grained salty soil. Due to the lack of building materials near the site and the long-distance transport, the materials for the back filling and soil replacement are facing the engineering problems. Following the principle to obtain raw material locally, the backfill compaction tests with coarse-grained salty soil and the special study in the field are carried out, and the suitability of the coarse-grained salty soil as backfill material and the relative design and construction parameters are determined. When the easy resolving salt content in coarse-grained salty soil is not very high, and with slight thaw collapsibility, without considering the expansion of salts, the experimental study shows that the thaw collapsibility has been eliminated after the back filling and rolling compaction with the site soil, and the bearing capacity can reach 170kPa. Through improving the gradation, the strength of the compacted backfill has been greatly improved; the bearing capacity of the mixed material can reach 300kPa, which obtain the favorable engineering benefit.