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Subbase layer stabilizing treatment method for soft foundation excavation roadbed
The invention discloses a subbase layer stabilizing treatment method for a soft foundation excavation roadbed, and relates to the technical field of soft foundation excavation roadbed construction. The excavation area is cleaned, it is ensured that no obstacle such as sundries, tree roots and stones exists, and then the earth surface is leveled through equipment such as a bulldozer; according to the method, the whole road section is equally divided into a plurality of excavation base sections according to the length of the excavation road section, roadbed data of the excavation base sections are collected one by one, the excavation depth corresponding to the excavation base sections is obtained through a depth measurement and calculation model, and due to the requirement of engineering design, after the excavation depth is determined, the excavation depth of the excavation base sections is calculated. The method has the technical effects that the soil performance of each excavation base section can be better and accurately mastered to obtain the optimal excavation depth by adopting the subsection treatment mode of the soft foundation excavation roadbed, and meanwhile, the soil performance of each excavation base section can be accurately mastered to obtain the optimal excavation depth. And the consistency of the overall roadbed performance can be improved.
本发明公开了一种软基挖方路基的底基层稳定处理方法,涉及软基挖方路基施工技术领域,其技术要点包括以下步骤;将挖掘区域进行清理,确保没有杂物、树根、石头等障碍物,然后,使用推土机等设备将地表整平;依据挖方路段长度,对整体路段进行等分成多个挖方基段,逐个对挖方基段的路基数据进行收集,并通过深度测算模型得到对应所述挖方基段的挖方深度,由于工程设计的要求,在挖方深度确定后,即可对后续铺设材料的具体用量进行精准化预估,从而确定相对准确的用量,技术效果是对软基挖方路基分段的处理方式,可以更好的对每个挖方基段的土壤性能进行准确掌握,以获得最佳的挖掘深度,同时,也可将整体的路基性能的一致性。
Subbase layer stabilizing treatment method for soft foundation excavation roadbed
The invention discloses a subbase layer stabilizing treatment method for a soft foundation excavation roadbed, and relates to the technical field of soft foundation excavation roadbed construction. The excavation area is cleaned, it is ensured that no obstacle such as sundries, tree roots and stones exists, and then the earth surface is leveled through equipment such as a bulldozer; according to the method, the whole road section is equally divided into a plurality of excavation base sections according to the length of the excavation road section, roadbed data of the excavation base sections are collected one by one, the excavation depth corresponding to the excavation base sections is obtained through a depth measurement and calculation model, and due to the requirement of engineering design, after the excavation depth is determined, the excavation depth of the excavation base sections is calculated. The method has the technical effects that the soil performance of each excavation base section can be better and accurately mastered to obtain the optimal excavation depth by adopting the subsection treatment mode of the soft foundation excavation roadbed, and meanwhile, the soil performance of each excavation base section can be accurately mastered to obtain the optimal excavation depth. And the consistency of the overall roadbed performance can be improved.
本发明公开了一种软基挖方路基的底基层稳定处理方法,涉及软基挖方路基施工技术领域,其技术要点包括以下步骤;将挖掘区域进行清理,确保没有杂物、树根、石头等障碍物,然后,使用推土机等设备将地表整平;依据挖方路段长度,对整体路段进行等分成多个挖方基段,逐个对挖方基段的路基数据进行收集,并通过深度测算模型得到对应所述挖方基段的挖方深度,由于工程设计的要求,在挖方深度确定后,即可对后续铺设材料的具体用量进行精准化预估,从而确定相对准确的用量,技术效果是对软基挖方路基分段的处理方式,可以更好的对每个挖方基段的土壤性能进行准确掌握,以获得最佳的挖掘深度,同时,也可将整体的路基性能的一致性。
Subbase layer stabilizing treatment method for soft foundation excavation roadbed
一种软基挖方路基的底基层稳定处理方法
JING HANZHAO (author) / GUO YUCHUN (author) / WANG ZHIYUN (author) / NAN DEJU (author) / LIU WENFENG (author) / CUI JIANGTAO (author) / WANG YONGLIN (author) / LU YONGZHONG (author)
2024-01-12
Patent
Electronic Resource
Chinese
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