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楼主: Thoracic
发表于 2025-3-28 18:24:00 | 显示全部楼层
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Pathologisch-histologisches Praktikumns of an experimental study. A model of reinforced dry sand bed using a large laminar shear box on the shaking table has been developed. The laminar box has inner dimensions of 1000 mm × 1000 mm × 1000 mm (length × width × depth) and consists of 23 hollow aluminum layers. These layers are placed ove
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发表于 2025-3-29 06:36:23 | 显示全部楼层
https://doi.org/10.1007/978-3-642-87797-1physical, chemical, biological or combined methods to meet an engineering purpose. Soft clay is a problematic soil from civil engineering construction point of view. To make them more feasible to construction purposes, numerous materials have been used. In this paper stabilization of soft clay using
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Pathologisch-histologisches Praktikumwith the seasonal moisture variation and unequal settlement. As a result, damage to foundation systems, structural elements and architectural features defeats the purpose for which the structures are built. Geotechnical researchers are searching for various options to mitigate the adverse nature of
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Pathologische Anatomie der Idiotiethods for decontaminating the soil. There are many existing methods for the decontamination of sandy soil, but the decontamination of clayey soil was difficult as it has very less porosity; hence movement of ions becomes very difficult. Electro kinetic treatment is one of the methods which can be us
发表于 2025-3-30 01:07:47 | 显示全部楼层
Allgemeine Histogenese der Tuberkuloseneering problems or damage the existing structures. The effects causing damage are mainly the demolition of buildings, roads and pipelines in uncropped soils and the leaching in landfills through desiccation cracks. So a better comprehension of the desiccation cracking process is essential. This stu
发表于 2025-3-30 04:05:52 | 显示全部楼层
Giftige Pflanzen und Pflanzenteiles used by the engineers that helps to improve the engineering characteristics of soil is soil reinforcement. Inclusion of reinforcement in the vicinity of pressure bulb using PVC rods in sand below the footing is a novel approach in ground improvement technique. This paper endeavors to show some asp
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