THE FOUNDATION SOIL IMPROVEMENT USING EXPANDABLE RESIN

Dominik Kečkeš, T. Gregurić, Lea Hrstić
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Abstract

The foundation soil is an inevitable factor in the stability of a building and should be viewed as a separate entity that requires a detailed characterization and assessment of the geotechnical circumstances at individual locations. Through the exploitation of buildings, we witness changes in the geomechanical characteristics of the soil as a result of secondary influences characterized by climate change, the presence of sanitary and storm water, vibrations in urban areas and earthquakes. All the mentioned occurrences result in the settlement of bearing parts, and thus endanger the structural parts of buildings. In the world of geotechnics, for the past few years we have witnessed the affirmation of the Deep Injections method, which is used for rehabilitation, but also for improving the foundation soil of existing buildings using expandable resins.
地基土壤改良采用可膨胀树脂
地基土是建筑物稳定性的一个不可避免的因素,应被视为一个单独的实体,需要对各个位置的岩土环境进行详细的表征和评估。通过对建筑物的开发利用,我们目睹了土壤地质力学特性的变化,这是气候变化、卫生用水和雨水、城市地区振动和地震等次生影响的结果。所有这些都导致了承重部分的沉降,从而危及建筑物的结构部分。在岩土工程领域,在过去的几年里,我们见证了深度注入方法的肯定,这种方法用于修复,也用于使用可膨胀树脂改善现有建筑物的地基土壤。
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