Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method for filling and reinforcing artificial landscape mountain
The invention relates to an artificial landscape mountain filling reinforcement construction method, which comprises the following steps that an artificial landscape mountain is constructed in a layered manner, and the construction steps of each layer comprise the following steps: paving and compacting a soil body in a layered manner, arranging geogrids on the lower layer soil body after compacting the lower layer soil body, paving an upper layer soil body, and when two adjacent layers of geogrids are arranged, paving the upper layer soil body on the lower layer soil body; the edges of every two adjacent layers of geogrids are fixed; after the last layer of soil body is compacted, grouting is conducted on the whole layer of artificial landscape mountain area; after construction of all layers of artificial landscape mountains is completed, deformation monitoring is conducted on the mountains of the artificial landscape mountains; and the slope of the mountain is subjected to adaptive trimming according to the deformation monitoring result. The technical problem that in the prior art, landslide and collapse are easily caused by mechanical dynamic compaction in a mountain building and filling project is solved. The mechanical property of the soil body is improved through grouting, and a tie system is formed through geogrids, so that the overall stability of the mountain is guaranteed.
本发明涉及一种人工景观山堆填加固施工方法，包括如下步骤：分层施工人工景观山，且每层的施工步骤包括：分层摊铺、压实土体，并在压实下层土体之后，先于下层土体上布设土工格栅，再摊铺上层土体，当相邻两层土工格栅布设完毕时，将相邻两层土工格栅的边缘进行固定；在最后一层土体压实后，对整层人工景观山区域进行注浆；当所有层人工景观山施工完毕后，对该人工景观山的山体进行变形监测；根据变形监测结果对该山体的边坡进行适配修整。本发明解决了现有技术中的造山堆填工程的易因机械强夯密实而引起山体滑坡、坍塌技术问题。利用注浆改良了土体的力学性能，且利用土工格栅形成拉结体系，保证山体整体稳定性。
Construction method for filling and reinforcing artificial landscape mountain
The invention relates to an artificial landscape mountain filling reinforcement construction method, which comprises the following steps that an artificial landscape mountain is constructed in a layered manner, and the construction steps of each layer comprise the following steps: paving and compacting a soil body in a layered manner, arranging geogrids on the lower layer soil body after compacting the lower layer soil body, paving an upper layer soil body, and when two adjacent layers of geogrids are arranged, paving the upper layer soil body on the lower layer soil body; the edges of every two adjacent layers of geogrids are fixed; after the last layer of soil body is compacted, grouting is conducted on the whole layer of artificial landscape mountain area; after construction of all layers of artificial landscape mountains is completed, deformation monitoring is conducted on the mountains of the artificial landscape mountains; and the slope of the mountain is subjected to adaptive trimming according to the deformation monitoring result. The technical problem that in the prior art, landslide and collapse are easily caused by mechanical dynamic compaction in a mountain building and filling project is solved. The mechanical property of the soil body is improved through grouting, and a tie system is formed through geogrids, so that the overall stability of the mountain is guaranteed.
本发明涉及一种人工景观山堆填加固施工方法，包括如下步骤：分层施工人工景观山，且每层的施工步骤包括：分层摊铺、压实土体，并在压实下层土体之后，先于下层土体上布设土工格栅，再摊铺上层土体，当相邻两层土工格栅布设完毕时，将相邻两层土工格栅的边缘进行固定；在最后一层土体压实后，对整层人工景观山区域进行注浆；当所有层人工景观山施工完毕后，对该人工景观山的山体进行变形监测；根据变形监测结果对该山体的边坡进行适配修整。本发明解决了现有技术中的造山堆填工程的易因机械强夯密实而引起山体滑坡、坍塌技术问题。利用注浆改良了土体的力学性能，且利用土工格栅形成拉结体系，保证山体整体稳定性。
Construction method for filling and reinforcing artificial landscape mountain
人工景观山堆填加固施工方法
SHI HONGLIANG (Autor:in) / YU FENGFENG (Autor:in) / QI SHENG (Autor:in) / QIU JIN (Autor:in) / WANG NING (Autor:in) / XU ZESEN (Autor:in) / LU SONGFEI (Autor:in) / HUANG SEN (Autor:in) / XIAO YAO (Autor:in)
05.05.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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