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Engineering Characteristics of the Lightweight Air-Mixed Soil (LWS) Containing Silty Marine Sediment

机译:含粉质海洋沉积物的轻质气固土的工程特性

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This study was conducted to find out the characteristics of the lightweight air-mixed soil (LWS) used for a road embankment. Compressive strength, permeability, and capillary height of the LWS were studied, and to support these studies, its inside structure was analyzed in detail. Various size air pores exist in the LWS, and their distribution with a location is almost constant. Numerous tiny cracks formed by different grain sizes between in-situ soil (silty marine sediment) and solidificator exist inside the air pores so that the LWS can be affected by water. Peak strength of the LWS is found to be less dependent on the water, but the behavior of strength-strain was affected by water. Permeability is a little bit higher than clay’s permeability. Capillary rise is rapid in the beginning of the test, and then slows down. The capillary rise can increase the density of the LWS, and thus requires special attention during design and maintenance of the structures, which were constructed with the LWS.
机译:进行这项研究以找出用于路堤的轻质空气混合土(LWS)的特性。研究了LWS的抗压强度,渗透性和毛细高度,为支持这些研究,对其内部结构进行了详细分析。 LWS中存在各种尺寸的气孔,并且其位置分布几乎是恒定的。在原位土壤(粉质海洋沉积物)和固化剂之间,由于晶粒大小不同而形成的许多细小裂纹都存在于气孔中,因此轻水堆受水的影响。 LWS的峰值强度发现对水的依赖性较小,但是强度应变的行为受水影响。渗透性比粘土的渗透性高一点。在测试开始时,毛细血管上升很快,然后变慢。毛细管上升会增加LWS的密度,因此在设计和维护使用LWS构造的结构时需要特别注意。

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