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首页> 外文期刊>KSCE journal of civil engineering >Physio-Chemical Properties, Consolidation, and Stabilization of Tropical Peat Soil Using Traditional Soil Additives - A State of the Art Literature Review
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Physio-Chemical Properties, Consolidation, and Stabilization of Tropical Peat Soil Using Traditional Soil Additives - A State of the Art Literature Review

机译:使用传统土壤添加剂的物理化学性质,固结和稳定热带泥炭土壤 - 最先版文献综述

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摘要

Peat is formed by the degradation of plants and animals in the lack of oxygen and is widely known for its very weak geotechnical characteristics. This is the reason to be considered as an unsuitable foundation soil for construction activities. Several attempts have been made to characterize and stabilize peat soil to make construction viable. This study encapsulates an extensive literature review of the available published data for Atterberg limits, consolidation, and stabilization of peat soil using traditional additives, especially cement and lime. Moreover, peat formation and distribution around the world are also discussed. The analysis of the gathered data shows that peat soils having a high amount of fibers may suffer a large amount of secondary consolidation when the load is applied. Besides, the compressibility factors vary for Malaysian peat due to different water and organic contents. The improvement of peat soil is challenging and expensive, requiring an extra amount of stabilizer for the initiation of the stabilization process. However, the optimum and threshold stabilizer's dosage for peat is also a challenging task to predict due to several factors affecting the stabilization process. Lastly, the study concludes with recommendations on the implication of the fall cone and thread rolling tests for the determination of Atterberg limits of fibrous peat, effective consolidometer for peat, and utilization of traditional additives for peat soil stabilization.
机译:泥炭是通过缺氧缺乏的植物和动物的降解而形成的,并且在其非常弱的岩土性特征中众所周知。这是被视为施工活动不合适的基础土壤的原因。已经进行了几次尝试,以表征和稳定泥炭土壤以使施工可行。本研究封装了使用传统添加剂,尤其是水泥和石灰对Atterberg限额,固结和稳定化的可用公开数据进行了广泛的文献综述。此外,还讨论了世界各地的泥炭地层和分布。收集数据的分析表明,当施加负荷时,具有大量纤维的泥炭土可能遭受大量的二次辅助。此外,由于不同的水和有机含量,马来西亚泥炭的可压缩性因子变化。泥炭土壤的改善是挑战性和昂贵的,需要额外的稳定剂来启动稳定过程。然而,由于影响稳定过程的几个因素,最佳和阈值稳定剂的剂量也是一种具有挑战性的任务,这是一种挑战性的任务。最后,该研究结论了关于秋季锥形和螺纹滚动试验的建议,用于测定纤维泥炭,有效的聚光差仪进行泥炭,以及用于泥炭土壤稳定的传统添加剂的利用。

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