风化花岗岩土

Xirong Niu
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摘要

世界各地的山区分布着大量的风化花岗岩土。随着土木工程水平的进一步提高,山区将建设越来越多的基础设施(公路、铁路、水坝等)。充分利用风化花岗岩土这种特殊的土工材料,可以缓解山区建筑材料短缺的问题。风化花岗岩土具有崩解性、易风化性、颗粒破碎性等独特的物理力学性质。在本章中,进行了大量的实地调查和实验室试验(包括x射线衍射、筛分、重压实和大型三轴)。讨论了风化花岗岩的风化过程、颗粒破碎的影响因素以及压实风化花岗岩的力学性能。结果表明,颗粒级配、矿物含量、每层吹击量和应力水平对风化花岗岩土的颗粒破碎特性有显著影响。试验结果表明,剪切破坏时的应力比M f与特征状态点M c的应力比不是一个常数,而是由于颗粒破碎导致的平均主应力p的幂函数。在此基础上,提出了风化花岗岩土的本构模型。
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Weathered Granite Soils
A great deal of weathered granite soils are distributed in mountainous areas around the world. With further improvements to the civil engineering, more and more construction infrastructures (roads, railways, dams, etc.) in mountainous areas will be built. Making full use of weathered granite soils, a type of special geomaterial, can alleviate the shortage of building materials in mountainous areas. Weathered granite soil has its own unique physical and mechanical properties, e.g., disintegrative, easy weathering, and particle breakage. In this chapter, a large number of field investigations and laboratory tests (including X-ray diffraction, sieving, heavy compaction, and large-scale triaxial) have been carried out. The process of weathering, the influence factors on particle breakage, and the mechanical properties of compacted weathered granite have been discussed. The results show that particle gradation, mineral content, blows per layer, and stress level have a significant effect on the particle breakage characteristics of weathered granite soils. The experimental results show that the product of the stress ratio at shear failure M f and the stress ratio at characteristic state point M c is not a constant but a power function of an average main stress p due to particle breakage. Hereby, the constitutive model of weathered granite soils was proposed.
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